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HELIOS
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CORRECTIONS
Page 51, line 13 and 14 from bottom.
For "H. C. Meinholdt" read "H. C. Meinholtz"
Page 57, line 10 from bottom.
For "10 lb." read "21/2 lb."
Page 83, line 6 from bottom.
Cross out sentence beginning "Its specific heat"
Page 118, caption.
For "Sixteen" read "Twenty"
Page 401, Fig 193 caption.
For "or" read "and"
Page 607, line 6 from bottom.
For "Fig. 263" read "Fig. 264"
Page 608, line 16 from top.
For "Fig. 258" read "Fig. 259"
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STEAM BOILER ENGINEERING
A Treatise on Steam Boilers and
the Design and Operation
of Boiler Plants
HEINE SAFETY BOILER CO.
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Heine Safety Boiler Co.
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ST. LOUIS, MO.
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Plants
St. Louis, Mo. Phoenixville, Pa.
Branch Offices
NEW YORK BOSTON PHILADELPHIA PITTSBUROH
II Broadifir SO CongreM Street PenDiylvanJi BIdg. Park Bldg.
CHICAGO
Firat National Bank BlAg.
CINCINNATI
UnioD Traat Bldg.
NEW ORLEANS
Godchaux Bldg.
DETROIT
Dime Bank Bid)!'
CLEVELAND
Scbofield BIdg.
DENVER
Steama- Roger Mfg. Co.
1718 California Slraet
Representatives
DALLAS
Smith AWbitoey
Sonthweatem Life BIdg.
SAN FRANCISCO
IDomard Engineering Co.
Cunard Bldg.
TORONTO
Henry Engineering Co.
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Preface to
Twenty-seventh Edition
THE present edition of Helios is entirely new.
Since the book was first published, almost
twenty-seven years ago. steam engineering
practice has been completely revolutionized.
Our knowledge of fuels, of their proper combus-
tion, and of steam-power applications has been
developied to a remarkable extent.
This new Helios is intended to summarize the
latest commercial developments in boiler-plant
practice. It was written, compiled and edited
by the Research Department of the Heine Safety
Boiler Co. for the large number of engineers and
men with engineering interests who have to deal
with prdDlems of boiler plant design and instal-
lation.
The preface to the first edition of Helios, which
appeared in July, 1893. was written by Col.
E. D. Meier, founder and first president of the
Heine Safety Boiler Co. This preface, which is
reprinted on the next two pages, carries a
message that is as true today as when it was
written by Colonel Meier.
Helios — a Text Book on Steam Boiler Engi-
neering— is respectfully dedicated to all those
interested in increasing the efficiency, economy
and capacity of steam power-plants.
HEINE Safety Boiler Co.
St. LouU. December 11, 192a
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HELIOS
Source of AH Power I Fouruotn of Light and Wormtfi /
Adored by the ancient husbandman as the God who blessed his labors
with a harvest of golden grain ; revered by the early sage as the great visible
means of the divine creative force; pictured by the inspired artist as the tire-
less charioteer who drives his four fiery steeds daily across the heavens, his
head circled by a crowd of rays, his chariot wheel the disk of the sun itself.
When primeval man began to think, the sun seemed to him the cause of
all those wonders in nature which ministered to his simple wants, or taught
his soul to hope. His crude feelings of awe and gratitude blossomed into
worship, and we find the sun as central figure in all early religions. He was
the Suraya of the Hindoos, the Baal of the Phoenicians, the Odin of the
Norsemen, and his temples arose alike in ancient Mexico and Peru. As Mithras
of the Parsees, he was adored as the symbol of the Supreme Deity, his mes-
senger and agent for all good. As Osiris he received the worship and
offerings of the Egyptians, whose priests, early adepts in the rudiments of
science, saw in him the cause of the annual fructifying overflow of the Nile.
Modem knowledge, with its vast array of facts and figures, can but verify
and seal the faith of these ancient observers. What they dimly discerned as
probable is now the central fact of physical science. From him are derived
all the forces of nature which have been yoked into the service of man. All
animal and plant life draws its daily sustenance from the warmth and light of
the sun, and it is but his transmuted energy we expend, when, with muscle
of man or horse, we load our truck or roll it along the highway.
Do we irrigate the soil from the pumps of a myriad of windmills? His
rays, on plains far inland, supply the energy for the breeze which turns their
vanes. Does a lumbering wheel drive a dozen stamps and a primitive arastra
in some Mexican canyon? Do mighty turbines whirl a million flying spindles
and shake thousands of clattering looms on the banks of some New England
stream? From the bosom of the ocean and the swamps of the tropics, Helios
lifted those vapory Titans whose lifeblood courses in the mountain torrent and
the river of the plain. Do a hundred cars rattle up the steep streets of the
smiling city by the Golden Gate? Are massive ingots of steel forged lo shape
and size by the giant hammers of Bethlehem ? The fuel which gives them mo-
tion was stored for us, ages before man was evolved, by the rays which flash
from his chariot wheels ! "The heat now radiating from our fire places has at
some time previously been transmitted to the earth from the sun. If it be
wood that we are burning, then we are using the sunbeams that have shone on
the earth within a few decades. If it he coal, then we are transforming to
heat the solar energy which arrived at the earth millions of years ago."
Professor Langley remarks that "the great coal fields of Pennsylvania
contain enough of the precious mineral to supply the wants of the United
States for a thousand years. If all that tremendous accumulation of fuel
were to be extracted and burned in one vast conflagration, the total quantity
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of heat that would be produced would, no doubt, be stupendous, and yet," says
this authority, who has taught us so much about the snn. "all the heat de-
veloped by that terrific coal fire would not be equal to that which the sun
pours forth in the thousandth part of each single second."
The almost limitless stores of petroleum which are found in America and
in Asia, and the smaller, though still vast supplies of natural gas which some
favored localities are now exploiting, represent but so much sun-energy trans-
muted through forests of prehistoric vegetation.
Another authority tells us that the total amount of living force "which
the sun pours out yearly upon every acre of the earth's surface, chiefly in the
form of heat, is 800,000 horse-power," And he estimates that a flourishing crop
utilizes only four-tenths of one per cent of this power.
Remembering, then, that this sun-energy reaches us only one-half of each
day. we may, whetifrer we learn hou; pick up on every acre an average of 175
horse-power during each hour of daylight, as a surplus which nature does not
require for her work of food production.
Attempts to utilize this daily waste have been made, and future ii
may fire their boilers directly with the radiant heat of the sun. But whether
we depend on what he garnered for us ages ago, or quite recently, or on the
stores he will lavish on us in ihe future, it is clear that man's continued
existence on earth is directly dependent on HELIOS.
In olden times the various trades or guilds chose as their patron saint
^ome prominent person who was thought to have embodied in his life-work
the special means and methods of their craft. By that token we claim Helios
as our own. He has always carried the record for evaporative efficiency. He
provides both the fuel and the water for our boilers. He teaches us perfect
circulation, upward as mingled vapor and water by the action of heat, and
down again by gravity as rain and river in solid water. It is therefore (it
that the boiler in which this perfect and unobstructed circulation is made the
leading feature of construction should have HELIOS as its emblem.
In the following pages we have some account of the fuels used in the
practical arts, of the water which becomes the vehicle for transmitting their
energy into mechanical power, and of the limitations imposed by their varying
conditions. These must all be taken into account in estimating how much we
may expect of certain combinations of machinery.
We trust that the tables and data may be found convenient for ready ref-
erence alike by professional men, by manufacturers, and by that growing class
of practical steam engineers who realize that true theory, consonant with
collective experience, is within the reach of every thoughtful man who pulls
the throttle.
E. D. MEIER.
This explanation of the choice of the word HELIOS, as the name of this
book, appeared as the preface of the first edition in July, 1893, and the word
has ever since been a prominent feature of our trade mark.
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CONTENTS
Preface 9
Helios, by E. D. Meier ___ 10
Chap. 1, Heine Practice 15
Manufacturing Facilities Operation of Heine Boilers Superheaters
Heine Boiler Characteristics Adaptabili^ Cross Drum Boilers
Heine Service Installation Marine Boilers
Longitudinal Drum Boilers Facilities for Oeaning Standard Specification!.
Chap. 2, Boiler Rating and Design. __55
Boiler Horsepower Heating Surface Ratios Capacity and Economy
Heating Surface Gas Passages Water Circulation
Grate Surface Baffling Steadiness of Water Level
Chap. 3, Superheaters _ .69
Advantages Limit of Superheat Superheating Surface
Reciprocating Engines Control of Superheat Superheater Materials
Steam Turbines Types of Superheaters Industrial Uses
Chap. 4, Fiunaces and Settings „ _.85
Furnace Design Powdered Coal Waste Heat
Class ilication of Settings Oil Burning Marine Settings
Hand Firing Tar Burning Refractory Materials
Mechanical Stokers Gas Burning Firebrick
Ashpits Refuse Burning Radiation and Leakage
Chap. 5, Mechanical Stokers 159
Overfeed Underfeed Chain Grate
Chap. 6, Chimneys and Flues 173
Sizes by Horsepower Evas4 Chimneys Radial Brick
Draft and Capacity Chimneys at Altitudes Reinforced Concrete
Draft Required for Coal Chimney Construction Remodeling
Sizes by Gas Self- Supporting Steel Breechings
Oil, Gas and Wood Guyed Steel Dampers
Chap. 7, Mechanical Draft 223
Forced Draft Fan Characteristics Ducts and Dampers
Fan Drives Testing Fans Induced Draft
Operating Difficulties Pitot Tube Stack Connections
Chap. 8, Hping and Accessories 243
Water Hammer Weight of Pipe Steam Pipe Sizes
Piping Systems Bursting Pressure Water Pipe Sizes
Identification by Color Pipe Fittings Expansion and Contraction
Materials Flanges Pipe Anchors
Temperature and Strength Valves Expansion Joints
Standard Pipe Sizes Blow-off Piping Steam Separators
Chap. 9, Auxiliaries 297
Steam Pumps Feed Water Regulators Closed Feed Heaters
Centrifugal Feed Pumps Injectors Economizers
Power Pumps Feed Water Heating Air Heaters
Automatic Regulation Open Feed Heaters Engines and Turbines
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CONTENTS
Cbap. 10, Heat Insulation _ 347
Surface Resistance "85 per cent Magnes
Bare Surface Heat Lois Diatomaeeoua Earth
Conductivities of Materials Heat Transmission
Insulation Uaterials Thickness of Insulation
Asbestos Economy of Insulation
Boiler Drums
Boiler Walls
Outdoor Pipe Lines
Underground Lines
Cold Water Lines
Chap. 11, Heat and Combustion ___ ;
Theory of Heat Pyrometers Combustion
Thermometry Heat Units Ignition Temperatures
Absolute Temperature Specific Heat of Solids Air for Combustion
Thermodynamic Scalz Heat Transfer Properties of Gases
Thermometers Temperature Drop, Boilers Specific Heat of Gases
Chap. 12, Steam..
Entropjr
Expansion
Saturated Vapors
Chap. 13, Fuel
Qassiftcation of Coals
Location of Coal Deposits
Composition of U.S. Coats
Commercial Sizes
Sampling Coal
Analyzing Coal
Heat Value of Coal
Mahler Coal Calorimeter
Superheated Vapors
Pcabody Diagram
M oilier Diagram
407
Steam Flow. Nozzles
Saturated Steam Tables
Superheated Steam Tables
_„. 435
Ash
Clinker
Storage of Coat
Deterioration in Storage
Spontaneous Combustion
Briquets
Tan Bark
Chap. 14, Feed Water
Impurities in Water Concentration Test
Analysis of Water Mechanical Treatment
Hardness Test Thermal Treatment
Alkalinity Test Chemical Treatment
Causticity Test Zeolite Process
ChcQ). 15, Boiler Testing..
Personnel
Duration
Sim;)le Test Data
Weighing Feed Water
Weighing Coal
Quality of Steam
Bagasse
Liquid Fuels
Tar
Colloidal Fuel
Gaseous Fuels
Junker Gas Calorimeter
High and Low Heat Values
Specifications
499
Starting and Stopping
Simple Test Report
Simple Test Calculations
Complete Test Data
Flue Gas Analysis
Complete Test Report
Chap. 16, Operation
Boiler Fittings Carbon Monoxide
Hand Firing CO> Recorders
Cleaning Fires Draft Regulation
Firing Tools Economical Operation
Banked Fires Control Boards
Quick Steaming from Bank Measuring Water
Load Signals Metering Steam
Smoke and Cinders Weighing Coal
Carbon Dioxide Handling Coal
Boiler Compounds
Priming
Foaming
513
Complete Test Calculations
Heat Balance
Efficiency
.Accuracy
Steam Used by Auxiliaries
Liquid and Gaseous Fuels
551
Storing Coal
Submerged Stor^e
Conveyors
Handling Oil Fuel
Cleaning Boilers
Renewing Tubes
Care of Idle Boilers
Boiler Inspection
Steam Cost Accounts
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Heine Standard Two Pau Boiler with Setting for Hand Firing.
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CHAPTER 1
HEINE PRACTICE
THE first Heine Boiler was designed by Colonel E. D. Meier and
built in St. Louis in 1882. It is still in first-class working order,
and is open to public inspection at the St. Louis Plant of the
Heine Safety Boiler Company.
Colonel Meier founded the Heine Safety Boiler Company in
1884 and was president of the company until his death in 1914.
Heine Boilers have been built without interruption since the com-
pany was founded ; the fact that many of those sold in the 'eighties
are still in operation, testifies to the superiority that has always
characterized them.
This long period of operation, in conjunction with up-to-date
factory methods and equipment, has enabled the Heine Company
to build up an organization of experts in boiler design, manufacture,
and operation.
There are two plants — St, Louis, Mo., and Phoenixville, Pa.
Each plant has complete manufacturing facilities, and consequently
is an entirely independent source of supply. The general offices of
the company are at St. Louis.
Heine Boilers are of two general classes, longitudinal and cross
drum. While the longitudinal drum type is the standard for land
service, many Heine users prefer the cross drum on account of the
low head room required. They are built in both types for marine
service, though the cross drum is general practice for this work and
the rect^nized standard.
All Heine Boilers for land service are built to conform to
the requirements of the Boiler Code formulated by the American
Society of Mechanical Engineers, notwithstanding that weaker (and
cheaper) construction is permitted in many states. In this code
are incorporated the most rigid requirements for boiler construction
and materials.
Heine Boilers for marine service are built in accordance with
the rules and regulations of the United States Board of Supervising
Inspectors. They are approved by Lloyds' Register of Shipping and
by the American Bureau of Shipping.
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HEINK PRACTICE 17
Heine Manufacturing Facilities
THE two large plants owned and operated by the Heine Safety
Boiler Company are shown on pages 6 and 7. Both are fully
equipped with electric, hydraulic and pneumatic machinery, as well
as with powerful cranes and hoists for handling the heavy weights
involved in the manufacture of boilers.
Steam is generated at each plant by a battery of Heine Boilers.
At each plant the power equipment — steam turbines, generators,
condenser and cooling tower, engines, hydraulic pumps and
accumulators, air-compressors — is installed almost entirely in dupli-
cate, every precaution being taken to avoid a shutdown. Parts of
the turbine-room and of the engine and pump rooms of the St. Louis
plant are shown on pages 16 and 18. The power plant at Phoenix-
ville is similar to that at St. Louis.
The boiler-making tools found in the Heine plants include
rolling and bending machines, flanging and forging presses,
hydraulic riveters, punches, shears, steam hammers and forges,
heating and annealing furnaces, for various purposes. Lathes, drill
presses, boring mills, and other machine tools are used. Special
machines and equipment, designed and built by the Heine Ojmpany,
are employed for various purposes such as for accurately reaming
rivet and tube holes. The larger electrically driven machines have
individual motors, while the smaller machine-tools are belted to
motor-driven line-shafts.
Page 20 shows a heavy flanging press and one of the large steam
hammers in the St. Louis plant. Portable hydraulic riveters are useil
for some operations, such a.s riveting waterlegs to the drums,
shown on page 24. Hydraulic "bull' riveters, page 26, are installed
in lowers equipped with high overhead cranes for handling boiler
drums and other long parts. Page 22 shows part of the machine
shop at Phoenixville. Page 30 shows the testing floor at St. Louis.
In the sheet iron department, parts not subjected to pressure are
fabricated, such as infernal mud drums, deflection plates, boiler
fronts and breechings.
Ten Characteristics of Heine Boilers
CERTAIN features of design and construction insure continuous,
satisfactory service from all types of Heine Boilers. They can
be summarized as follows:
1. IVorkmoKship. Heine Boilers are built by expert workmen,
in modern shops equipped particularly for the production of high-
class water-tube boilers. The materials and the construction of
every Heine Boiler conforms with the rules and regulations issued
by the highest authorities. This means that Heine Boilers comply
with the best standards as regards safety, economy and durability.
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HEINEPRACTICE 19
2. Strength. The construction of the waterlegs or headers,
flanged plates with ample staybolts, is approved and widely accepted
practice. It has given the greatest satisfaction under such severe
service as in the locomotive boiler and the Scotch marine boiler,
and is highly commended by the foremost boiler authorities of all
countries. It avoids welding, and permits better general design and
accessibility, closer tube spacing, easier, freer circulation and less
punishment of material during construction than do any of its sub-
stitutes. The unusual strength of structure obtained by the direct
connection of the drum and headers, virtually makes the Heine a
"one-piece" boiler, well qualified for prolonged hard service. The
first Heine boiler built was used continuously for 35 years, after
which period an inspection by The Fidelity and Casualty Company
showed that it was still in proper working condition.
3. Overload Capacity. Heine Boilers are adapted for operation
at high overloads, because of the unusual provision for rapid
circulation, the large combustion space and the method of baffling.
4. Water Purification. In the Heine Boilers a large proportion
of the scale-forming impurities in the feed-water are deposited in
the internal mud drum, and are thus prevented from accumulating
on the heating surfaces. The ordinary mud drum is simply a recep-
tacle for the collection by gravity (even this is hindered by the
water circulation) of impurities precipitated within the boiler.
With the Heine internal mud drum the new feed-water must be at
least partly purified before it enters the water circulating in
the boiler. The solids deposited are not hardened by heat, but
remain in the form of a sludge, which can be easily blown off.
5. Free Circulation and Dry Steam. These are attained in the
standard Heine Boiler by the use of spacious headers at each end
of the tube nest, which are connected to the drum by large throat
passages. The generated steam ba.s ample room to escape without
pulling water along. In the cross drum boiler, free steaming ability
is promoted by a device in the upper part of the rear box header,
which effects a primary separation of the steam and water. The
return water circulation is along the upper tubes of the main bank
The steam passes along the horizontal tubes and the final separation
takes place in the cross drum.
6. Tube Design. Straight tubes, as used in the Heine Boiler,
are the easiest to clean, install, examine, and renew ; they give max-
imum efficiency and the best circulation.
7. Healing Surface. The gases flow parallel with the tubes in
the Heine Boiler. After entering the nest of tubes, they do not
leave it until they are discharged to the breeching. This method of
pfas passage has been proved to give the highest rate of heat trans-
mission with the least draft loss.
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HEINE PRACTICE 21
8. Combustion Chamber. This is of ample size so that the
gases are thoroughly mixed and burned before they strike the cool
heating surface. The lower baffling forms the roof of a reverbera-
tory chamber, providing ideal conditions for perfect combustion,
9. Floor Space. The compact arrangement of heating surface
due to the close tube spacing, lessens the floor space and head room
re<iuired. Any number of Heine Boilers can be set in a single
battery ; alleyways are unnecessary, so that the saving of space is
large. Boilers set in a solid battery are immune from most of the
losses by air infiltration and radiation.
10, Cleaning Facilities The outsides of the tubes are cleaned
quickly and thoroughly by a soot blowing system operated from the
front and back, and provided with every boiler. Side-wall dusting
doors are unnecessary, and their absence greatly reduces the air in-
Icakage, insuring a high percentage of CO^ with consequent fuel
economy. Since straight tubes only are used, the inside surfaces
are easily inspected and cleaned through the handholes in the water-
legs. In the cross drum boiler, the tubes and nipples connecting
the drum with the box headers are quickly cleaned through the
manholes provided.
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T
HEINrt PRACTTCE 23
Heine Service
HE Heine Safety Boiler Company maintains an Engineering De-
partment for the assistance of its clients in the arrangement and
improvement of new and existing boiler plants. Experience in the
installation of boilers in plants of widely diversified size and type,
qualifies us to recommend the best method of procedure to meet the
conditions prevalent in any particular plant. This service covers
not only boiler and furnace design for the various types of fuel and
operating conditions, but includes recommendations as to building
design, coal and ash handling equipment, piping, stacks, breech-
ings, etc.
The Research Department, besides being engaged upon new de-
velopments in boiler engineering, is constantly rendering assistance
in such problems as the efficient handling and combustion of all
kinds of staple and reftise fuels, special furnace and boiler settings,
baffling to meet unusual conditions, recovery of heat from waste
gases, chimneys, draft, etc.
The Library contains a copy of almost every domestic and
foreign work on power plant engineering, besides a large collsction
of references on every conceivable phase of boiler practice. This
information is at the disposal of our clients.
The continuous satisfactory performance of every Heine boiler
is our vital concern as well as that of the customer. Our interest in
the boiler does not cease when it has left our shop. A Trouble De-
partment is maintained, composed of technically and practically
trained engineers whose principal duties are to assist our clients in
overcoming any difficulties which may occur in boiler operation.
This service includes snch investigations as the study of firing
methods, scale formation or priming due to poor water conditions,
boiler inspection, boiler testing, etc., etc.
There are sixteen branch offices and three distributing ware-
houses for repair parts. The production of parts in large quantities
by modern manufacturing methods, the storage of patterns, etc,
results in the supply of renewals at small cost ; and an efficient system
of records of every I-Teine boiler since the first, insures prompt
shipment.
Standard Longitudinal Drum Boilers
THE standard Heine Boiler, shown on pages 8 and 14, consists of
a cylindrical shell or drum to which box-shaped headers (water-
legs) are riveted at each end. These waterlegs are connected by the
main nest of tubes.
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HEINE PRACTICE 25
The drum consists of three sheets, riveted in accordance with
the approved rules. It varies in diameter from 30 to 48 in. and
in length from about 17 to 22 ft., according to the horsepower
required. The longitudinal seams are of the double-strap butt-joint
type, while girth or circumferential seams are of the lap-joint type,
.single or double riveted. The design of the riveting depends upon
the pressure to be carried.
The heads are dished to a radius equal to the diameter of the
shell, and thus require no internal staying. A flanged manhole, pro-
vided with a pressed steel cover, forms part of the rear head. The
main ."^team outlet and the safety valve are attached to pressed steel
saddles, riveted to the top of the drum near its front end.
The material for both wateriegs and drums is the be-st firebox
steel plate, made especially to Heine specifications and tested before
shipment
Hollow Staybolti of Heavy GauKC Steel Tubing.
The waterless are connected to the bottom of the drum near each
end by a throat opening, page 21, braced by forged steel throat stays.
page 46, which are riveted across when the wateriegs are attached.
The wateriegs consist of two plates — the tube sheet and the hand-
hole sheet. These plates are machine-flanged and are joined by a
narrow plate similar to a butt-strap. The wateriegs are stayed by
hollow staybolts made of carefully tested mild steel tubing; these
are screwed into tapped holes in the two plates, and the projecting
ends upset from the outside. The tube holes and handholes are
located accurately and bored to exact diameters. The wateriegs
are bnilt complete and then hydraulically riveted over the throat
openings.
The handholes are round, except a few at the top and bottom.
which are oval and are used for the introduction of the round plates
into the wateriegs. The handholes are closed in three different
ways; by strong cast iron plates; by drop-forged steel plates; or
by the Key pressed steel handhole caps. All of these are inserted
from the inside so that the steam pressure tends to tighten them,
and does not loosen them as in the case of plates applied from
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HEINE PRACTICE 27
the outside. The plates are held in position by bolts and yokes, the
latter bearing against the outside of the handhole sheet. Gaskets are
required with the plates, but not with the Key caps which are rolle<I
in slightly tapered holes so that the pressure within the boiler tends
to hold them more tightly.
Lap-welded steel tubes are supphed with the Heine Boiler, but
charcoal iron or seamless steel tubes can be supplied as optional
etiuipment. The tubes extend between the two waterlegs, and are
(b)
Hflndhole Closurea. (n) Cast Iron; (b) Drop Forged Steel;
(c) Key Premed Steel Handhole Caps.
expanded into the tube sheet by roller expanders. The tube ends
are slightly flared to increase the holding power.
The baffling on Heine boilers is varied somewhat according to
the conditions of operation. Page 8 shows the single-pass, and
page 12 the two-pass system. The simple.st arrangement is to place
the baffle tile on the lowest row of tubes, and a second baffle on
the second row of tnbes from the top, giving a single pass of the
pases through the tube nest. The lower baffle may be placed on the
third row of tubes from the bottom, thus giving a partial pass
through the three lower rows, and a complete pass through the
remainder of the nest of tubes. In still another arrangement one
baffle is placed on either the first or third row of tubes from the
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HEINE PRACTICE 29
bottom, and another baffle introduced a little more than half-way
up the height of the tube nest, thus giving the products of combus-
tion two full passes through tlie nest of tubes.
The baffle tiles are designed to rest on or between the tube
rows. The bottom row is formed of specially shaped fire-clay tile,
while the upper and middle rows are either fire-clay or cast iron
shapes, according to conditions,
Heine Superheaters
THE standard Heine Superheater, page 34, is placed at the side
of the drum toward the front. It may be single — on one side,
or in two parts — one on each side of the boiler. One or two units
are used, according to the capacity and degree of superheat required.
The superheater consists of a header box divided horizontally
into three compartments, and with U-tubes inserted into one side
and bridging the partitions. Steam from the boiler enters the lower
compartment, passes through the lower nest of tubes into the middle
compartment, then through the upper nest of tubes into the upper
compartment, from which it issues. These passages effect a thor-
ough mixture of the steam and ensure a uniform temperature.
A small flue built in the side-wall carries part of the hot gases
direct from the furnace into the rear of the superheater chamber.
After making a first upward pass over the outermost ends of the
tubes, the gases make a second downward pass over the rest of the
tube surface; and after leaving the superheater chamber pass along
the boiler drum, thus giving up the remainder of their available heat.
The header box is built with one seam and one row of rivets,
the caulking edge being to the front. The two sheets of the box are
braced by hollow staybolts. Access to the interior is gained by
handholes closed by inside plates, which are placed opposite the
tubes. The U tubes are Ij^-in. diameter, of seamless steel.
The superheater chamber is of brickwork, with a firebrick roof
carried by T-bars. The front of the superheater is closed in by
doors, which prevent radiation and give access to the header box.
A damper in the outlet of the superheater chamber controls the
flow of gases; there is no danger of its becoming overheated, since
the gases do not come in contact with it until they have been cooled
by passing through the superheater. The damper is regulated by
hand from the front of the boiler, or an automatic thermostatic
control regulates the superheat to within 5 deg. above and below
the temperature desired. A full and illustrated explanation of the
temperature control, as well as a discussion of the dangers result-
ing from uncontrolled and excessive superheats, is given in "Super-
heater Logic," which also contains a complete description of the
construction of the superheater. This Heine publication is mailed
on rec|uest.
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HEINE PRACTICE 31
No scale is deposited in the tubes because flooding of Heine
superheaters is unnecessary, Qosing the damper isolates the tubes
from the hot gases, and then only saturated steam is dehvered.
The superheater is built complete and tested before shipment, so
that it is ready for erection upon arrival.
The arrangement is such that it can be cleaned easily and thor-
oughly while in operation, insuring eflFiciency, close temperature
regulation, and economy. The tubes are smooth and therefore acai-
mulate very little soot ; this is easily removed by a steam lance
passed through the hollow staybolts, or by a permanent soot blower
similar to that on the boiler.
Adaptability of Heine Boilers
HEINE Boilers suit the conditions and plans of any power plant.
There are no doors in the sidewalls and no aisles are required
between boilers, because all cleaning, inspection and tube renewals
are done from the front and back. Consequently, any number of
boilers may be set in single battery and this materially reduces the
cost of brickwork. With center-retort and side-feed stokers,
hand firing, oil or gas firing, the space required is greatly reduced
as is seen by comparing with layouts of other standard boilers ; and
this lowers the cost of the boiler house. Such plants are generally
simplified as there are no aisles to bridge, and this also applies to
piping arrangements Operating efficiency is noticeably increased
owing to the shorter flues, elimination of sidewall radiation and
infiltration of air, and avoidance of air-leakage through sidewall
cleaning and dusting doors and the numerous cracks inevitably
starting from them.
Heine boilers are running satisfactorily with stokers and mechan-
ical furnaces of every standard type. All kinds of fuel are being
successfully burned under them — fuel oil, gas, pulverized coal, tan
bark, bagasse and sawdust. They are giving excellent service under
the most varied conditions of power production, manufacture and
process, where steam is required either steadily or in heavy and
irregular drafts.
The unusual adaptability of Heine Boilers for the utilization of
waste heat from kilns, stills, metallurgical furnaces and other pro-
cesses is discus.sed in Chapter 4.
Installation of Heine Boilers
HEINE Boilers of 500 H.P. or less are shipped completely assem-
bled, page 36, while the larger sizes are knocked down for
shipment, page 38. For export, they are shipped in separate parcels,
containing the tubes, the central part of the drum, and the waterlegs
with short section of drum attached. The cross drum boilers can
be shipped entirely knocked down, page 40, the headers and drum
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HEINE PRACTICE 33
being complete in all respects so that assembling consists only of
expanding the tubes.
When set up ready for service, the Heine Boiler inclines upward
from rear to front at a slope of one in twelve. The front end of the
boiler is carried by heavy cast iron columns. For hand-firing, the
waterleg rests directly on the columns ; while for stoker firing,
brackets riveted to the waterlegs are supported on the columns, or
the front of the boiler is carried on an overhead support. The rear
end rests on rollers bearing on iron plates which are set in the top
of the low brick wall forming part of the setting. These rollers
permit expansion and contraction and avoid injurious strains.
On each side of the boiler is a solid brick wall lined with fire-
brick and carried to the height of the ornamental front. Returns
are made at both front and rear, following the curvature of the
drum and waterlegs, the weight of the brickwork being carried
by metal supports. The space tetween these supports and the boiler
is filled with asbestos fiber, which prevents the ingress of air. The
space prevents any displacement of brickwork due to expansion and
contraction of the boiler, since the walls are supported independently
and slightly away from the boiler. The brickwork is tied together
by longitudinal and transverse anchor bolts secured at each end of
the setting and at several places on the sides to substantial rolled
steel buckstays. The top of the setting is closed on each side of the
drum by cast iron plates, which rest on the sidewalk and on a tile-
bar carried by brackets attached to the drum. Openings are left
at the rear for the exit of the gases. A brick arch is built over
•he drum to prevent radiation, and is of firebrick in the uptake.
Over the uptake openings, and supported by the boiler walls, is
placed a breeching hood of suitable shape to connect with the
breeching.
The cast iron fire fronts carrying the fire and ash door frames
are bolted to the supporting columns, and a substantial firebrick wall
is built inside to prevent overheating. The fire fronts support the
upper ornamental front, page 42. Large doors are provided at both
front and back for access to the waterlegs.
Stationary grates are ordinarily furnished, but shaking grates or
any other form of furnace or stoker can be substituted. Stokers are
frequently set directly under Heine Boilers owing to the large com-
bustion space, and no more floor space is then occupied than with
hand-firing; but it is often advantageous to use an extension furnace
or Dutch oven. The Dutch oven is generally the best arrangement
for burning sawdust, shavings, tan bark, bagasse and similar fuels,
owing to the large furnace chamber desirable and the convenience
of the top-feed. Methods of applying stokers and furnaces are
shown in Chapters 4 and 5.
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Heine Standard Superheater.
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HEINE PRACTICE 35
Operation of Heine Boilers
THE water circulation and steam separation in the Heine Boiler
are absolutely definite. The capacious headers and large throat
openings allow a freedom of flow unattainable with sectional
headers. The throat openings are from two to four times the area
of the tubes which connect sectional headers to their drums. The
resistance at the entrance of these tubes and of the zig-zag path
along sectional headers is a further obstruction to circulation, Heine
box-headers are common to all the tubes, and water enters the tubes
round their whole circumference, whereas side-entry is cut off in
sectional headers. The slope of the Heine drum provides deep water
at the rear for the effective supply of the back header.
The water rises through the large throat into the Heine drum at
a sufficiently low velocity to allow of efficient separation of the
steam by the deflector plate ; while the steam and water is shot
with considerable violence from the single tubes of sectional headers,
making the drying of steam uncertain.
The water surface in the drum is more than ample, for steam
is not disengaged from it as in tank and fire-tube bailers. What
little circulation there is in fire-tube boilers, is entirely haphazard,
and the water surface must be large because the steam is disengaged
at any point. In the Heine Boiler the circulation is vigorous and
orderly, and the steam is separated from the water by a properly
arranged deflector at a definitely established point over the front
throat passages, page 46. The deflector plate throws down the water
and allows the steam to pass quietly into the steam space above ; it
then enters the dry pipe connected to the steam outlet.
A salient feature of the Heine Boiler is the internal mud drum,
in which the feed-water is partly purified and heated to the boiling
point before it enters the water in circulation. The feed-water
pipe enters through the top of the drum and passes down to the
front end of the mud drum. The mud drum is entirely submerged ;
and as the entering water is colder and therefore heavier than
the water already inside, it travels along the bottom and becomes
heated gradually. The mud drum is large enough to permit of such
slow motion of the water that the dissolved impurities thrown down
at steam temperatures have time to be deposited, together with mat-
ter carried in suspension. As the water becomes heated, it rises and
finally flows in a thin sheet, thrgugh the opening in the top of the
front end of the drum, into the circulation system. It is therefore
possible to drive the Heine Boiler at heavy loads with very cold feed-
water. As the matter deposited is not subjected to fire tempera-
tures, it does not tend to become baked and hard, but remains as a
sludge easily blown out through the pipe at the rear of the drum.
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HEINE PRACTICE 37
Because of the internal mud drum, the Heine Boiler works much
more satisfactorily than any other boiler when only cold and dirty
water are available. But it is always more economical to treat
impure water before feeding it into the boiler, and to pre-heat it
with waste steam or waste hot gases.
The boiler is drained through a valve at the bottom of the rear
waterleg. The steam connection of the water column is made at
the top of the front head, and the water connection at the top of the
waterleg. The pressure gage is attached to the middle of the orna-
mental front and piped from the water column connection.
The gases of combustion — whatever type of furnace or stoker
is used — pass over the bridge wall into a large combustion chamber.
The bridge wall is low enough to provide ample area between its
top and the tubes. The large combined capacity of the furnace
and combustion chambers is one of the outstanding merits of the
Heine Boiler. Plenty of time and space is provided for the thorough
mixture and complete combustion of the gases before they come
in contact with the comparatively cool heating surfaces. This pro-
vision for complete combustion, and the consequently improved
efficiency and reduction of smoke has been proved so valuable that
the Heine method has replaced the vertical baffling of many hori-
zontal water-tube boilers and has even replaced the method of
baffling of some types of vertical water-tube boilers.
In Heine Boilers, the gases travel parallel to the tubes, except
when entering and leaving the tube bank. This parallel flow is used
whether the gases make one or more passes. With parallel flow, the
gases completely encircle the tubes. When the gases flow across the
tubes, as in cross- or vertically-baffled boilers, a dead pocket occurs
on the "down-stream" side of each tube. This effect can be seen
by watching the almost stagnant water at the down-stream side of
the piers of any bridge crossing a swiftly flowing river. Owing
to the close tube spacing possible by the rational design of Heine
header, the gases are broken up into smaller streams than is usual,
so that the whole volume of gas is brought into intimate contact
with the tube surface. That more efficient heat transmission is
attained with parallel flow than with cross flow, has been frequently
demonstrated in tests of cross-flow boilers that have been changed
to parallel-flow.
It is important that the gases should be kept in contact with the
heating surface until all the available heat is absorbed. In all cross-
or vertically-baffled boilers, however, the gases are twice taken
entirely away from the tubes, where they waste heat by radiation. In
addition to the evident waste of heat, the hot gases from the first
pass flow along the bottom of the drum causing ebullition in the
wrong place, the avoidance of which should be one of the main
advantages of the water-tube boiler. Another advantage of the
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HEINE PRACTICE 39
water tube boiler — that of keeping hot gases away from the drum
and from riveted joints — is absent in cross baffled boilers. In the
Heine Boiler, the gases are confined to the tube bank until they
have parted with nearly all of their available heat. Not until then
do they come in contact with the drum ; consequently the last of their
useful heat is given up without disturbing the quiet flow of solid
water to the rear.
The construction of the Heine Boiler combines sturdiness and
resiliency. Water is boiled and steam generated in the bank of tubes
and not in the drum or shell. The gases are kept where they belong
— among the tubes — until discarded to the uptake. The circulation
path is large and unrestricted, making the flow of water and steam
slow enough for efficient separation — or for dry steam and a solid
water stream.
Soot BlovvinB System, Side Blevation.
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HEINE PRACTICE 41
Cleaning of Heine Boilers
ALL cleaning — both inside and out — is performed from the front
and rear. There are no openings in the sidewalls, or aisles
between boilers.
Soot and dust are blown from the tubes by a soot blower,
which is provided with every Heine Boiler. It consists of a
series of small nozzles which pass through the hollow stay-bolts, and
which are supplied from permanent headers, so that the only manual
labor required is to open and close the valves. The jets of steam
issuing from the main nozzles create an intense momentary draft
Soot Blowini; Syitem.
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Standard Fire Front of Heine Crosa Drum Biriler.
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HEINE PRACTICE 43
which effectively dislodges the soot and dust and carries it to the
uptake. The auxiliary jets are so located as to stir up accumula-
tions on the baffling and in all corners. This work is done in a few
minutes, generally during the noon rest, or just before or after
closing down at night. It is so easy as to be entirely out of com-
l>arison with the old-fashioned "steam-lance," whose use is naturally
neglected whenever possible. Thorough cleaning is immediately
profitable as may be seen by the quick drop in temperature of the
exit gases.
Cleaning doors are provided on each side of the drum so that
accumulations of dust and soot can be easily and quickly removed
from the space over the upper baffle beneath the drum. The com-
bustion chamber is cleaned through a door in the wall under the
. rear waterleg.
The interior of the drum is thoroughly inspected through the
manhole in the rear head, which also permits of attention to the
mud-drum, deflection plale, etc.
The inside of the tubes is washed by a stream of water directed
through some of the handholes. Only a few of the handholes need
be opened for this purpose, since each gives sufficient access
to four or five of the surrounding tubes. In scraping the tubes,
however, each handhole must be opened to admit the scraper,
although in both this and the washing process the handholes at one
end only are opened.
As only straight tubes are used, every part of the boiler can be
reached, properly and quickly cleaned, and visually inspected, so
that there is absolutely no uncertainty as to its condition.
Renewing tubes is done from the outside as in cleaning tubes,
the men standing erect and working comfortably and quickly. The
inside of the box-waterleg is easily cleaned and inspected, because
alt the hand holes give light and access to one space.
Heine Cross Drum Boiler— Land Service
THE Heine Cross Drum Boiler for land service, page 44, consists
of two box headers carrying a nest of inclined tubes and of a
drum placed above and across, slightly to the rear of the front or
lower header. The drum is connected to the top of each header by a
row of tubes — short, nearly vertical, to the front header — and long,
nearly horizontal, to the rear header.
The main nest of tubes, with the headers, form a virtually
closed or complete circulation system of remarkably low resistance
owing to the capacious headers. The steam rises in the rear header,
where its primary separation from the water is promoted by a
device at the upper part. It then flows along the almost horizontal
tubes, parting with most of the entrained water by gravity, to
the final separator in the steam drum, where it is dried by centri-
fugal action set up by a deflector. The water carried into the drum
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HEINE PRACTICE 4S
is returned, together with the new feed water, to the circulation
system through the short tubes leading into the top of the front
header. Steam is drawn from the ample storage space through a
dry pipe extending nearly the whole length of the drum and pro-
vided with small holes on the upper side.
This closed circulating system and the means used in collecting
and drying the steam while maintaining quiet water in the drum, is
the outcome of exhaustive and prolonged research into the direction
and velocity of flow in the different rows of tubes. As a result the
tubes and baffling have been so proportioned and arranged that the
overload performance of Heine Boilers of this type is acknowledged
by users as a notable achievement.
The mud-drum is constructed and operated on the same prin-
ciple as that employed in the longitudinal drum boiler, described on
pages 19 and 35. The movement of the feed-water therein is very
slow, so that dissolved impurities which are thrown down at steam
temperatures are deposited, as is matter carried in suspension. As
the deposit is not hardened by exposure to fire temperatures, it
remains as an easily blown-ofF sludge. Owing, also, to the slow
movement of the feed water in the mud drum, it is heated to the
boiling point before passing into the circulation system, so that
Heine Boilers can be heavily driven with cold feed water. As the
water issues from below the surface in the mud-drum, any oil accu-
mulated does not enter the boiler proper, but is discharged through
the blow-off.
Except in large boilers, the drum is made of a single sheet, with
longitudinal double-strapped butt-joints. The heads are dished to a
radius equal to their diameter, so that internal staying is not re-
quired. One head is generally provided with a flanged manhole
with pressed steel cover and yoke; but when more than two boilers
are set in battery, the manholes of all but the end boilers are placed
in the drum proper instead of in the head.
A reinforcing plate is riveted to the drum, where each row of
tubes enters. Forged steel pads are provided for the feed, blow-off,
and water column connections, and pressed steel saddles, page 44,
for safety valve and main steam outlet — alt shaped to a snug fit on
the drum, and either threaded or with stud-bolts to fasten the
connections.
The box headers consist of two heavy steel plates with long
radius flanging at top and bottom and with flat parts formed at the
proper angle to allow the drum tubes to enter squarely ; these plates
are fully annealed before assembling. They are connected by a
single-riveted lap joint, no butt straps being required. The resulting
boxes are closed by trough-shaped end-plates, flanged by hydraulic
machinery at a single heat to a close fit, and riveted to the side
plates. The holes in the tube and handhole sheets are accurately
located and bored to exact diameters to secure proper angular
relation between the drum tubes and those of the main bank.
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HEINE PRACTICE 47
These headers are stayed by hollow staybolts, page 25, of tested
seamless tubing, which are screwed into tapped holes in both plates
and the projecting ends neatly upset.
The handholes are opposite the tube ends and are closed by one
of several methods — cast iron or drop forged steel plates and gaskets
making joints on the insi<le, or the Key handhole caps which are
expanded in and require no gaskets, page 27 .
The tubes are the best quality lap-welded mild steel, made espe-
cially to Heine specifications. They are %Yz-va.. diameter, secured
by roller expanders and the ends flared for additional strength.
The steam drum and the lower header are usually at the front end
of the boiler, but to save head room this arrangement can be reversed.
The front of the boiler is carried by columns which are secured
to heavy lugs riveted to the header end plates. These columns are
made of any length to give the desired height of furnace. Similar
heavy lugs are riveted to the rear header, and these are connected
to the rear columns by massive suspender bars. This provides a
flexible support which allows for expansion and contraction due to
temperature changes.
The whole boiler is enclosed by brick side-walls, the rear wall
being underneath the rear header. The top is closed by fire-brick
and insulating covering, carried by T-bars resting on the side-walls.
Casing doors at front and back give access to the headers for
cleaning and inspection.
Safety valves of proper size, a large high and low water alarm
column with quick acting shut-off device operated from the floor by
chains, and three try cocks, are provided. A steam gage is attached
to the boiler front, and feed, check and blow-off valves are supplied
and located so as to be easily accessible and conveniently manipu-
lated. The required buck-stays, cleaning doors and anchor rods are
supplied.
The soot blower system applied to the cross-drum boiler consists
of the nozzles inserted through the hollow staybolts of the rear
header. The main jets create an intense momentary draft, which
dislodges the accumulations from the tube surfaces and carries them
to the uptake. Auxiliary nozzles are so located as to stir up and
dispose of any accumulations on the baffle tiling.
Heine Marine Boilers
E Heine Cross Drum Marine Boiler, page 50, is similar to the
cross drum boiler for land service, the main difference being that
it is shorter due to the lack of space. The standard marine boiler
has V/i-vn. tubes throughout ; but for oil-fuel, space is saved and sat-
isfactory results obtained by the use of 2-in. tubes in the main bank.
cr
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HEINE PRACTICE 49
For low or medium superheat temperatures, superheaters of the
type used for land installations are fitted. They are of the "waste-
heat" kind, placed in the base of the uptake, as close as possible to
the exit of the gases from the boiler. For higher superheat, the
elements are passed through the middle of the main tube bank, where
they are in contact with gases of high temperature.
In ocean service the feed water cannot be kept entirely free from
sea water, which sets up electrolytic action. Zinc plates are there-
fore placed in the drum to act as the electro-negative agent and
prevent corrosion. In the Heine Marine Boiler the United States
Navy standard is used— ^ sq. ft, of exposed zinc for each 100 sq. ft.
of heating surface — and the zinc plates are so secured as to ensure
perfect electrical contact with the metal of the boiler. At the same
time they are easily removable. A pressed steel basket is provided
to catch the disintegrated zinc.
The setting consists of a framework of rolled steel shapes so
constructed that the four main columns — one on each side of eacli
box header — are tied and securely braced against any motion. This
framework carries a steel plate casing lined with firebrick, non-
conducting material, or a combination of the two.
The construction and operation of Heine Marine Boilers is
explained more completely in another Heine publication — Marine
Boiler Logic — which is sent upon request to those interested.
Standard Boiler Specifications
A NATIONAL and even an international standard of steam-
boiler design is represented by the Boiler Code formulated in
1914 by the American Society of Mechanical Engineers, and since
that time kept up to date by frequent revisions. The value of the
Code is indicated by the fact that it has been adopted by more
than twelve states in this country, by foreign countries, and by
branches of the L'nited States Government.
For many years the necessity of uniform boiler specifications
has been recognized both by makers and users of boilers. In 1889,
the American Boiler Manufacturers' Association adopted what were
known as the Uniform American Boiler Specifications. These speci-
fications, which were revised in later years, gave information
relating to material, construction and calculation for all kinds of
boilers. In this fundamental work Col. E. D. Meier, founder and
president of the Heine Safety Boiler Co., until his death in Decem-
ber, 1914, took an important part. Colonel Meier was chairman of the
committee which prepared the first specifications in 1898, was presi-
dent of the American Boiler Manufacturers' Association from 1908
to 1914, and was its secretary for several years previous to 1908.
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Longitudinal Section of Heine Crou Drum Marine Btiler.
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HEINE PRACTICE 51
In 1907 a board .was appointed by the state of Massachusetts to
prepare a set of boiler rules. The members of this board repre-
sented different boiler interests, such as the users, makers, insur-
ance companies, and operating engineers. The chairman of the
board was the chief inspector of the Massachusetts Boiler Inspec-
tion Department. The Massachusetts boiler rules were issued in
1909 and engineers considered that they represented a real advance
in the art. From a national standpoint, however, the Massachusetts
rules simply made one more set of conditions with which the boiler
manufacturers and users had to comply. A boiler that is safe in
Massachusetts certainly should be safe in any other state of the
Union, but practically every state (at least in 1911) had special re-
quirements for boiler construction, and these were ri^dly enforced.
The remedy for this condition was found by Colonel Meier ; he
had already noticed the beneficial working of the Steamboat and
Locomotive Inspection Laws under Federal control. The best an-
swer to the problem was to have the different states adopt uniform
specifications for boilers, since a constitutional amendment would
be required to put stationary boilers under Federal supervision. The
ilifferent state legislatures and other authorities were willing to
use such specifications, provided they could be assured of their value.
In 1911 Colonel Meier, then president of the American Society
of Mechanical Engineers, suggested that a committee of the Society
"formulate standard specifications for the construction of steam
boilers and other pressure vessels and for the care of same in
service." This committee came into existence on Sept. 15, 1911, and
was instructed to formulate a model engineers' and firemen's license
law, a model boiler inspection law, and a standard code of boiler
rules. Its first chairman was John A. Stevens, who had been a
member of the Massachusetts Board of Boiler Rules. The boiler
makers were represented by H, C. Meinholdt, vice-president of the
Heine Safety Boiler Co. Upon Mr. Meinholdt's death in 1913,
Colonel Meier was appointed a member of the committee. The
other members represented different interests connected with boiler
operation and construction.
Three years were devoted to hearings and consultations. The
Code was finally presented at the Annual Meeting of the American
Society of Mechanical Engineers, in December, 1914, and on Febru-
ary 13, 191S, it was approved by the Council of the Society. In
preparing the Code every source of information was utilized, in
order that the boiler situation should be thoroughly covered. Colonel
Meier's original committee of seven members was assisted in the
final preparation of the Code by eighteen notable boiler specialists in
the design, installation and operation of boilers.
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HEINE PRACTICE 53
Although in ill health, Colonel Meier was interested in the Code
until his death. According to John A. Stevens, Chairman of the
Code Committee:
"Colonel Meier took a most active part in the formation of
the A, S. M. E. Boiler Code, and up to within a few days of
his death, had it constantly before him. It is one of the
regrets of the Committee that he could not have lived to see
the fruition of the work he so wisely started."
The Boiler Code is too long to give in full here, but can be
obtained from the American Society of Mechanical Engineers,
29 West 39th Street, New York, by the payment of fifty cents. The
Code is divided into two parts, the first applying to new installa-
tions, and the second to existing installations.
The Code as completed is much more far-reaching than the
Massachusetts Rules, Quoting Mr. Stevens again, "It specifies in
detail the chemical and physical properties of all materials entering
into the construction of boilers, and gives rules, formulas and tables
that have been checked and rechecked by men of national reputa-
tion, and in many cases verified by testing laboratories; that is to
say, in many cases, rules or formulas were withheld until actual
tests in laboratories were made in order to prove the mathematics."
The Committee formulating the Code has been made permanent,
and holds regular meetings for the purpose of interpreting any
points on which questions are raised. From time to time the Code
is revised to include the latest knowledge of steam-boiler con-
struction.
The work of bringing the A. S. M. E, Boiler Code into use is
being done by the American Uniform Boiler Law Society, which is
carrying on an educational campaign in the states that have not yet
adopted the Code. The Society is made up of representatives of
the organizations interested in the construction or operation of steam
boilers. In many states laws have been passed creating a board of
boiler rules. Such boards are authorized to adopt the standard
A. S. M. E. Code, and to amend it in accordance with the amend-
ments made by the Society.
State legislatures and authorities move slowly along engineering
lines, but the use of the Code is increasing, and in time it undoubt-
edly will be adopted in every state of the Union. At present "Code"
boilers are required in certain states, but in others boilers built to
l<;ss rigid rules can be installed.
All Heine Boilers, no matter in what state they are used, comply
with the requirements of the Code. The Heine Company is also
assisting in its adoption through the work of its executives on
the Code Committees of the American Society of Mechanical Engi-
neers, the American Boiler Manufacturers Association and tfie
American Uniform Boiler Law Society. The Company believes
that the Code should be adopted not only in every state in this
country, but should also be made international in scope.
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CHAPTER 2
BOILER RATING AND DESIGN
rIE rating of a machine should naturally be expressed in terms of the
jseful work done by the machine. The useful work done by a boiler is
representerl by the heat transferred to the water in the boiler ; thereby
causing evaporation.
In actual practice boiler pressures, initial steam conditions and feed
water temperatures vary widely. If performances are to be compared,
they must be reduced to an equal basis. The actual evaporation is therefore
referred to an equivalent evaporation from a feed water temperature of
212 deg. into dry-saturated steam at the same temperature, or as it is com-
monly expressed, "from and at 212 deg. Fahr,"
The heat added to each pound of water under these conditions will then
be L at 212 deg. The 1915 A. S. M. E. Boiler Code stipulates that this
quantity is 970.4 B. t. u. per pound, Goodenough gives a slightly higher value
(9?17) which is probably more accurate.
The heat actually absorbed by one pound of water while in the boiler will
be // — g, where H is the heat content of the steam as it leaves the boiler
— it may be wet-saturated, dry-saturated or superheated— and g is the heat
of the liquid at the lempeiature of the teed water entering the boiler.
IT Jf — q
^ = -mj- ti)
gives, therefore, the pounds of water evaporated from and at 212 deg. and
equivalent to the actual evaporation of one pound.
This quantity F is called tlie "factor of evaporation." When multiplied
by the pounds of water fed to the boiler for any given time, Uie product is
the equivaleilt evaporation from and at 212 deg, expressed in pounds for
thnt time. This equivalent evaporation is usually exprested, however, in
pounds per pound of coal.
Bcnler Horse Power
A boiler horsepower was originally defined as the actual evaporation
of 30 lb. of water per hour from feed water at 100 deg. into dry-saturated
steam at 70 lb. gage pressure. When the term "equivalent evaporation"
came into use, however, it was applied to the boiler horsepower, which is
now defined as the equivalent evaporation of 34.S lb. per hour from and at
212 deg.
A formula for finding this term would be expressed thus :
B.H.P.
{H — tj) (lb. H,0 fed per hr.) _ F X lb. H.O fed per hr. (2)
971.7 X 34.5 ~ 34.5
The boiler horsepower and the engine horsepower are in no way related.
When the original boiler horsepower unit was selected a one horsepower
boiler would supply a one horsepower engine. Increase in the economy of
engines, however, has changed that ratio until now a lOO horsepower boiler
will supply 250 engine horsepower, at least.
The term boiler horsepower Has thus lost much of its significance.
Almost any modern boiler will run continuously at from ISO to 200 per
cent over its rating and for short periods 400 and even 500 per cent have
been reached.
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LowerinB Heine Standard Boiler into Hull of Dredge Boat "Texaa" of
The Atlantic, Gulf fc Pacific Company. , - i
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BOILERS 57
Heating Surface
The better measure of boiler capaci^ is the heating surface. Heating
surface is that surface which has hot gases on one aide of it and water or
steam on the other side. By the A. S. M. K code, it is the surface "in con-
tact with £re or hot gases." In all water-tube boilers and in most fire-tube
boilers (the common vertical and Manning types are exceptions) the whole
surface of the tubes is heating surface. Tube heating surface constitutes by
far the greater part of the total, in any type of boiler. As boilers are built, it
is usually the most effective part except in intemally-Sred boilers. Additional
heating surface is provided in horizontal tubular boilers, by the shell up to
the line where the setting racks in, and by the heads up to the same level.
The inner faces of the waterlegs, and part of the drum shell, in a Heine
boiler are heating surface.
Formerly 10 or 12 sq. ft. of heating surface was allowed per boiler
horsepower. The corresponding rale of evaporation was usually around 3 lbs.
of water per sq. ft. of heating surface per hour, for it was observed
that if the rate of evaporation greatly exceeded 3 Ibl. per sq. ft., the
increase of coat consumption outran the gain in water evaporation, and the
flue gas temperature became high. In good modem design, rates of evapora-
tion much higher can be secured without serious sacrifice of efficiency.
As high as 10 lb. is frequent in marine practice. From A% to 6 lb. is
justified in power stations carrying highly variable loads, the slight loss in
economy being more than offset by the reduced investment for boilers and
power house space. The obtaining of these higher rates of evaporation
is chiefly a matter of draft Their attainment without a serious sacrifice of
efficiency ts a matter of boiler design. The proportions, tube sizes and
spacing, baffling and general arrangement must all be properly worked out
The higher rates cannot le obtained at all with certain types, the common
vertical boiler being an example.
The cost of a given boiler, and also its size, varies almost directly wiUi
the amount of heating surface. Hence the desirability of high rates from
an investment standpoint.
Grate Surface
The grate surface is important in determining the capacity of a boiler,
although related only indirectly to its efficiency. The rate of combustion
depends upon the kind of fuel andthe draft. The latter may be determined
hy reference to the chart given m Chapter 5 oa CHIMNEYS.
For oil, there is no grate, and capacity is based upon furnace volume.
In marine work a maximum oil consumption ofUOjlb. per cu. ft of furnace
volume per hour is permissible, but in land praetiWNmuch less than this is
allowed. \
The grate surface required for hand-fired boilers Vender normal opera-
1 can be found by:
>*
_ 33.480 H. P. -fC^ (3)
- IT f C ^
G = Total grate surface, sq. ft
UP,= Horsepower rating of boiler.
B = Heat value of coal, B. t. u. per lb.
AT = Rate of combustion per sq. ft of grate per hr., lb.
£ 1= Combined efficiency of boiler and furnace, per cent
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Heatdsg Surface Ratios
A ratio of 1 sq. fL of grate area to 35 or 40 sq. ft. of heating surface ii
rommon for boilers that operate at rated capacity, when burning commercial
sizes of anthracite. For overload capacity the ratio is taken at about 1 to 25,
and for burning low grade coals a forced draft system is necessary. For
bituminous coals, the ratio of grate area to the boiler heating surface runs
as low as 1 to 30, and as high as t to 70 in dilTerent instances. L. S. Markt
recommends the ratios, of grate proportions to operating economy and boiler
capacity, given in Table 1.
Ratio, of Gnte Snrlu to B«tinc Soilue
NuHotCaul
Tut EeoBomy 1 F« CBpuctty
^^
Bliek
^^\ ^
^IZ'
siMk
Va., W. Va.. Neb., Pa.
Ohio, Ky.,Tenn.. Ala.
III., Ind.. Kan.,Okla..
Colo.. Wyoming
llo60
lto55
ItoM
1 to50
lto55
Ho 50
1 to45
1 to45
1 to65
lto50
lto45
1 to45
Ho 60
Ho 46
1 to40
1 to40
»=«
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Heat Transfer
The rate of transmission of heat through the boiler surface depends
chiefly upon the difference in temperature between the hot gases and water
on the two sides of the beating surface, and upon the rate of movement of
the two fluids across the surface. For those surfaces directly exposed to the
fire, the transmission is due chiefly to radiation, which varies as some power
of the temperature difference. A sustained high temperature in this region is
therefore important. Other surfaces act more by convective iransmission.
The fluid flow then is of chief importance, the transmission varying about
as the first power only of the temperature differences. As forced water
circulation is not employed in large boilers, the water flow cannot be con-
trolled at will. In general, the harder the boiler is driven, the better will
be the water circulation, which is the condition desired.
The heating surface directly exposed to the fire does most of the work.
CebkardI states that this would be true even if the furnace transmission
varied as the first power only of the temperature. Here the last 20 per
cent of the surface reduces the flue gas temperatures only 65 deg. This
is of course an understatement. Allowing for the much greater effective-
ness of that portion of the surface immediately adjacent to thi: furnace, the
last 20 per cent must necessarily reduce the flue temperature considerably less
than 65 deg. Even at 65 deg., however, with ordinary operation, the omission
of the last 20 per cent of the surface would cause a loss of only about 300
B. t. u. per pound of coal, or about 2 per cent. Hence where first costs arc
high or loads variable the ratio of heating surface to grate surface should
be low. Hence also the slight loss of elTiciency due to increasing rates of
evaporation. In European practice, the healing surface has been strictly
limited and economizer surface employed to obtain low final stack tempera-
tures. The fluid temperature difference is greater at the economizer, so
that one square foot of economizer surface more than replaces a square foot
of boiler surface.
See Chapter 11 on HEAT.
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Oaa Passages
Gas circalation is subject to control both in desMHi and operation. Since
tfae effort is made to have all of the teas strike all of the beating surface
(thus keeping down the flue temperature and stack loss), the gas velocity
at a given rate of driving is determined solely by the nature and dimensions
of the gas passages. Formerly certain proportions of the grate surface were
allowed for the cross-sectional area through or around tubes, but the results
were only accidentally correct. With proper operation, the kind and weight
of coal to be burned per hour determines within reasonable limits the weight
of gas produced per hour. The volume of this gas depends upon its tempera-
ture, and the rate of decrease of temperature from furnace to stack has
l>een determined by experiments for certain boilers. The velocity of this
gas depends upon the draft (which is related to the rate of combustion) and
upon frictional resistance, all of which can be valuated with fair accuracy.
The volume and the velocity being known, the cross-sectional area necessary
for i^s passage can be calculated. With high draft, small area and high
velocity, gases yield their heat at a rapid rate, but they are also moving to
the stack at a rapid rate. The best rate of yield as compared with
rate of movement determines the cross- sectional areas. For anthracite coal
at low rates of combustion, the old rule was to use 1/7 of the grate surface
for the area over the bridge wall, 1/8 for the flue area and 1/9 for the
chimney area. Areas naturally decrease from passages near the furnace
lo those near the stack.
Areas for gas passage can be correct, and operation nevertheless unsatis'
factory, if the details of the bafHing are wrong. The gas should as far as
possible be compelled to strike the surfaces without indulging in short cuts or
leaving dead spaces where the circulation is sluggish. A boiler is a machine,
the moving parts being gas and water, and these motions must be correct
if efficiency is lo be good.
Baffling
PARTITIONS are placed among the tubes to direct the flow of the hot
gases. These baffles can be vertical, causing the gases to flow across
the tubes ; or horizontal, so that the gases travel the length of the tubes. In
selecting the design of baffling for a given installation, its flexibility, ease and
cost of upkeep, and influence on heating surface must all be considered. In-
vestigations by the Bitreait of Minet show:
(1) A boiler whose heating surface is arranged to ^ve long gas passages
of small cross-section will be more efficient than a boiler in which ihe gas
passages &re short and of larger ctoss-sectioa
(2) The efliciency of a water-tube boiler increases as the free area
between individual tubes decreases and as the length of the gas pass
(3) By inserting baffles so that the heating surface is arranged in
series with respect lo the gas flow, the boiler efficiency will be increased.
These results point to the desirability of horizontal baffles and the
importance of the long, unchilled flame and the large furnace volume ob-
tained by their use.
The entire heating surface in a boiler is not active, because of the
eddies peculiar to gas flow. With practical baffling, the inactive surface
caused by dead gas pockets can be minimized.
During tests by W. N. Polakov on the vertically baffled boiler, shown
in Fig. I, pyrometer measurements showed that only about 60 per cent
of the surface was an active heal absorber, the remaining 40 per cent repre-
senting the dead pockets. Horizontal baffles may not eliminate the dead
regions, but tiiey can reduce the inactive surface considerably by decreasing
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Boiler Capacity, Parcent
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the size of the dead corners. In Heine boilers. Fig. 5, a large percentage
of the tube surface absorbs heat because of the baffle construction.
Horizontal baffles are recognized as standard for srnokeless settings.
Smokctess combustion usually cannot be obtained with vertically baffled
boilers unless the setting is very high. With hand-firing and bituminous
coal, vertically balTled boilers are not allowed where smoke ordinances are
siringent. For this reason horizontal baffling has been applied to many
boilers designed originally with vertical baffling. By substituting the hori-
zontal for the vertical pass, a longer flame travel between the furnace and
the tube region is obtained, without increasing the floor space.
In tests by Henry Kreiiinger and M. T. Ray, the draft through the
vertically baffled' boiler was 0.5 in. for an average load of 128 per cent.
When the same boiler was baffled horizontally, ihe draft was only 0J75 in.
Fia. 3. Original Vertical BafHing of Test Baiter.
Fig. 4. Two-Paw Horiiontal BafHing of Teat Boiler.
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at 127 per cent load, with the same CO, percentage. These tests were con-
ducted to determine whether horizontal passes gave good results when
burning Pocahontas and Clinchheld (high- volatile) coals.
Nineteen tests were run under actual plant operating conditions with the
same boiler, baffled as shown in Figs. 3, 4, and 5- Table 2 summarizes these
tests. The flue-gas temperatures at the different boiler loads are shown in
Fig. 2. At "120 per cent capacity, the average temperature with the vertical
bafHes was 590 deg., and with the horizontal baffling only 500 deg.
Kg. 5. Thrce-PaM Horizontal Baffling of Test Btriler.
Table 2. Results of Boiler Teats with EHfTerent Baffling.
"■^ar""
P*mm
^P^l™"'
N>imolC«l
&
CUneb-
fleld
&
"SS?
b^Mt
Number of ttmU Bvanced. , .
Water evaporated under
actual conditions per lb.
of coal as 6red, lb
per lb. of coal aa fired,
7..a
9.42
320
341
14.828
4.9
61.3
7.49
8.90
285
297
14,122
7.9
60.9
8.54
9.92
335
355
15,050
4.72
63.fi
8.18
9.61
357
365
13,801
10.26
67.2
8.83
10.33
303*
317
14.731
5.5
67.7
8.52
Maximum hp. developed.
B. t. u. per lb of dry coal
311
13.750
9.85
A[^oximate efficiency of
boiler and furnace, per
69.9
ritb tbnc horixoDtm]
lad mtar wu too hot and Out lnjcelor would
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BOILERS 65
When the boiler is bafFlcd horiiontally mudi better results can be
obtained with high^vojatile coal. There is also a marked improvement, when
the horizontal baffling is used, for Pocahontas coal. The horizontal three-
pass baffling gave the highest evaporation and the horizontal two-pass
developed the highest horsepower. With the two-pass horizontal baffling
higher evaporation and horsepower can be obtained with Chnchfield coal,
than with vertical l)afning and the higher grade Pocahontas. The draft
loss through the boiler is less for the horizontal two-pass than for the
original vertical baffling. The numlKr of turns taken by the gages ii the
>an:e, but the resistance at the points of reversal is less with the horizontal
two-pass baffling.
Smoke records from a boiler baffle<l vertically and later changed over
to horizontal baffling are shown in I'ig. 6. The vertical baffles were re-
sponsible for a high percentage of smoke, while with the horizontal baffles
the boiler had a clean record.
Horizontal Baffle-
Fig. 6. Smoke Charts.
Vertical baffles i.';m be kept fight only with ditficully. Kalfles that arc
nut gas-tight allow the hoi gases of combustion to short-circuit, resulting
in high stack temperatures and a reduction in boiler efficiency. Because
of the difficulty in installing the tiles, vertical baffles are often repaired
with ordinary fire clay. With vertical baffling soot cleaning is difficult
and the installation expensive. Frequently the cleaner is built in as a part
of the baffles I when the tile crumble away both the soot cleaner and the
tiaffic must be renewed.
According to the requirements, the horizontal baffles can be arranged
for single, double, or triple gas-passes. Typical arrangements are shown
in Chapter 4. The horizontal passes allow the gas to travel in scries,
in parallel, or for the two combined. The gases flow par.illel to the tubes,
as well as at right angles, when the pass is divided. The first balTlei Fig.
8, is then placed on the lowest row of tubes and extends to within S ft.
of the rear waterleg. This baffle serves as a roof for the furnace and
combustion chamber and permits of a simple stoker arrangement, with
ample room for the gases to burn. The gases entering the boiler divide
into two streams, one flowing beneath and the other above the middle baffle.
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This rests upon the ninth row of tubes, with an opening at both front and
rear. The top baSle extends from the rear waterleg to within several feet
of the front waterleg, leaving an opening for the discharge of the gases
from the boiler tubes. Before passing to Hie smoke outlet, all the gases
flow under the boiler drums.
The baffle tile used in Heine boilers are of high grade refractory mate-
rials, designed for easy installation and to withstand the high temperatures.
The shapes used in different settings are shown in Fig. 7. Cast-iron plates
are sometimes used for the center set of two-pass horizontal baffles.
Capacity and Economy
Every mechanical device has its own type of characteristic curve in
which efficiency is plotted as ordinates against output as abscissas. This
characteristic curve for a steam boiler resembles the curve for a steam
engine or turbine, or an electric motor or generator, in being convex upward
and having a well defined though broad peak. With all these devices, the
efficiency falls to zero at light loads (losses absorbing the output). Their
characteristic curves differ chiefly at maximum loads and at heavy overloads.
Electrical machinery has clearly defined maximum loads depending upon
temperature. A given overload can be carried only for a short time. Over-
loads do not reduce the efficiency much. The boiler is similar in maintaining
efficiency, but is greatly superior in its ability to carry overloads. It has
no definite time limit, but can be driven indefinitely by increasin([ the draft-
Except under extreme conditions the boiler can carry maximum load
indefinitely-
With economical operation steam engines and turbines of the constant
speed type have only moderate maximum overload capacity. The efficiency
under overload drops off more rapidly than that of a boiler. To obtain
high overload capacity by admitting live steam to low pressure cylinders
or stages leads to an abrupt drop of the efficiency, and even then there
is a definite limit of capacity. The steam boiler, therefore, is almost unique
in its advantageous performance.
Water Circulation
In many heat-transfer appliances the rate of transmission Increases'
as the fluid velocities increase. On the reception side high fluid velocity
leads to rapid replacement of warmed fluid by new and colder fluid ; (on
Ihe emission side, cooled fluid is replaced by warmer fluid, if the heat-
emitting fluid is other than a vapor) and hence to augmented temperature
difference. In a steam boiler, however, the water temperatures at various
points usually differ imperceptibly. The quantity of heat transferred can
scarcely vary much with the water velocity, and the efficiency does not in
any marked degree depend upon water circulation. The heat transfer which
occurs by radiation, at surfaces directljr exposed to the fire, does not in any
marked degree depend upon water arculation, assuming that the circula-
tion is sufficient to keep the surface wet. The hzat transfer which occurs
by radiation, at surfaces directly exposed to the fire, does not depend upon
gas circulation.
Good circulation is important, however. It reduces stresses arising
from differences of temperature, cUscourages the accumulation of scale or
mud in pockets and (still more important) tends to prevent the formation
o[ adhesive bubbles against the sheets. Such unwetted spots may cause
local overheating. They are most apt to exist when boilers with insufficient
liberating surface and poor circulation are driven hard.
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Steadiness of Water I-evel
This implies a large water surface "disengaging" or "litterating" surface,
in proportion to the volume of water; or perhaps more strictly, in proportion
to the expected total evaporation. Priming may result from inadequate
liberaling surface and occurs, consequently, in many vertical boilers having
the water level below the tops of the tubes. Drums should not be loo small,
else slight variations of water level may carry it rapidly below the danger
B-Tlle. T-Tile. L-Tilc.
Pig. 7. Forms of Tile Uied with Heine Bt^era.
Fig. 8. Divided Pan Baffle in Heine Bmler.
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CHAPTER 3
SUPERHEATERS
SUPERHEATED steam is steam whose temperature is higher than tliat
corresponding to saturated steam at the same pressure ; steam which, when
heat is removed, will not immediately begin the process of condensation.
The properties of superheated steam approximate those of a perfect gas.
Tables of these properties are given in Chapter 12 on STEAM.
Adfanlages of SttperhcatUig, These are important because superheating
reduces pipe and cylinder con<knsatian. In a well-designed attached super-
heater, the efficiency of the heating surface is at least as high as that of.
the boiler; and as the total healing surface is increased by that of the
superheater the exit temperature of the gases will be decreased. This in-
creases Ihe overall efficiency of the boiler and superheater t<\a point which
will, in general, make up for the increased heat required hy the steam. With
an independently fired superheater, more fuel will, of course, have to be
iiurned.
The measure of the extra fuel for superheating is the difference in
the total heat of the steam when saturated, and when superheated ; this will
depend upon the pressure and the superheat temperature, and also upon the
lemperatnre of the feed water. The following figures are based on a gage
pressure of 165 pounds :
auMrtwl.
2.73
n. 13
5.38
7.40 !
7.74
H.Ol
\tt.m
I
The superheater does some of the work which the heating surface of
the boiler would have to do if the same number of heat units were to he
supplied in saturated steam, so that the boilers can be run at lower rating.
The superheater may not increase the first cost of the boiler plant, for
with the increased economy the number of units used may be decreased. The
increased economy of the engines due to the use of superheated steam may
naturally enable smaller condensers to be used, and may lessen the cost of
pumping owing to less water being used. Superheated sleam is used, almost
without exception, in the largest and most economical plants.
The pipe radiating surface can be reduced by the use of smaller pipes.
owing to the fact that higher velocities (as high as 13,000 ft. per min.) are
permitted with superheated steam.
The theoretical gain is indicated in the temperature-entropy diagram.
Fig. 9, in which areas represent heat quantities. The line (oa) starting at
a temperature of 32 deg. is the liquid line and the area under (oa) represents
the heat of the liquid, q, that is, the heat necessary to raise the temperature
of one pound of water from 32 deg. to the temperature corrcspondinR to
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SUPERHEATERS
the pressure in the boiler where the vaporization takes place. The line (ab)
rwresents this process of vaporisation and the area under it is the heat, L,
added during the process. At (b) the steam is in a dry-saturated condi-
tion : (be) shows the superheating of the steam at constant pressure and the
area below is the heat added during the process. The steep slope of the
line (be) shows that the point (c), which is the final condition of super-
beat, must be carried to a high temperature in order to have the area below
Pig. 9. Temperature — Entropy Di«grem.
of any size. A high degree of superheat, which means a high temperature,
will add only a small number of heat units to the dry-saturated steam.
For example, dry steam at 150 lb. abs. pressure has a heat content of
1195 B. t. u. per pound. If this steam is superheated 141.5 deg. to a tem-
perature of 500 deg., the heat content will be 1274 B. t u. or a gain of only
79 B. t u. per pound for an increase in temperature of 141.5 deg.; or 6a
per cent increase in heat for 39Ji per cent gain in temperature.
Effect OH Reciprocating Enginet. Steam, admitted to the cylinder of
an engine, comes in contact with walls that have been cooled by contact
with the low pressure steam exhausted during the previous stroke. Heat
flows, therefore, from the steam to the cylinder walls, and if the steam is
saturated part of it will be condensed; sometimes this will be as much as
20 or 30 per cent. The loss due to surface condensation is one of the most
serious occurring in the reciprocating steam engine. If the steam entering
the cyFmder is superheated, then the flow of heat caused by contact with the
colder cylinder walls will cause a decrease in the amount of superheat, but no
condensation until the temperature has been reduced to that of saturated
steam.
The many tests made on reciprocating engines using saturated and
superheated steam have shown a smaller steam consumption for superheated
steam. With moderate amounts of superheat, that is, up to 200 de^., the
gains have been greater than for the higher temperatures. The extra mvest'
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S UPERHEATEKS
and c
t of II
tictitralizc the t;aiii from the hight-r teni|>(rr-
economy due to superheat is most striking with
whtcli the cylinder condensation losses are the
Tlie gain in st«
small, simple engines, i
Tests on Buckeye engines (simple 12 by 16 in., and compound 10 and I7f4
by 16 in.) with steam at 100 to 110 lb, pressure, show abotit what can be
expected in this way. Table 3 gives results of tests wilh superheats up to
200 dee.
Tabic 3, Pounds ot Steam Per H. P. Per Hour for Different Superheats.
Superheat tempcrAtUTQ. docrflvA
Simple, noii-condenHiiig . , .
Simple, non-condensing.. . . .
Simple, non-condenu:^
Compound, non-condcnidng
Compound, condensing, , . .
_1_
35.0
31. S
28.5
so
38.0
25..';
24.0
i»
21.5
1».0
18.0
15,5
12.5
200
34.0
20.0
17.5
14.0
lit. 5
17.5
17.5
18.0
16.5
11.5
icbhardt stales lliat a fair estiiii^
am consumption per horsepowei
3m 100 to 125 deg., based on
If of the iivcragc [icrccnlage rcduc-
hour with moderate supi-rbeating.
continuous operation of existing
1. Slow running, full stroke or tbrottling engiiies, including
direct- acting pumps „ _ 40
2. Simple engines, non -condensing, with medium piston spcetl,
including compound, direct-acting pumps
. Compound condensing Corliss engines
. Triple expansion engines
..-10
European builders guarantee slcam consumption (in Ui. per I.ll.P. i>er
lir.) wilh highly superiieated steam (total temperatures 750 to 850 deg.)
as follows:
Single cylinder condensing engines (unillow) 8.S
Single cylinder non-condensing engines (uniHow) 12.0
Compound condensing engines (locomobile) 8J)
Clompound non -condensing engines (locomobile) _ _10.5
W. E. Daihy gives results on a small engine using superheated steam,
taking the data from tests by Professor Ripper. Table 4 shows the differ-
ence in the increase of the efficiency of theoretical and actual engines, both
working under the same conditions ;
The steam is dry-saturated in the first case. The theoretical cfficiencj-
increases from 14.2 to 1S.9 per cent, or 11.6 per cent, while the actual
efficiency gains 6S.0 per cent, the increase being from 6.3 to 10.4 per cent.
This shows, of course, that the superheat acts lo decrease the losses in the
actual engine.
In comparing the performances of diilerenl engines, the heat consuinp-
lion, rather than the steam consumption, should be used, Tlic number of
heat units required to develop one indicated horsepower in the actual engine
lakes into consideration the pressure, superheat and the steam consumption
The avoidance of cylinder condensation by the use of superheat will affect
both heat and steam consumption. So whatever the basis of comparison, the
employment of superheated steam is an advantage.
D,g,tze:Jbi Google
SUPERHEATERS
Table 4. KfTect of Superheat on Actual and Theoretical Enginet.
lCSTR.
XT
UN^^./hr.
TlMcmaltA
siwy.mant
I. H.P.
AM.«n|.
^.„
13.33
13.33
13.47
13. 4B
101. T
»8.5
0.0
»8.3
254.2
319.6
39.02
33.80
23.36
20.08
tf.3
7.1
9.5
10.4
1
14.2
u.a
16.2
15.0
Effect on Steam Tmbines. The theoretical gain' from ihc use of super-
heated steam is the same in steam turbines and in reciprocating engines;
in either the available number of heat units are increased by the use of the
superheating process. The actual gain, however, is less in the turbine than
in the engine, for the action of the steam in the former is continuous while
in the latter it is intermittent. Superheated steam is of little value in cor-
recting surface ctmdensation, beoiuse practically none occurs in the turbine.
The water rate of the turbine is decreased by the superheating of the
steam but to a less extent than in the reciprocating engine. Superheating is
of importance in that erosion of the turbine blades caused by the presence
of water in the saturated steam is almost entirely done away with.
The effect of expansion on saturated steam is to increase its moisture
content, so that even if the steam were dry at entrance, moisture would be
present in Ihe low pressure stages. If the eteam is sufficiently superheated
ihe heat reduction due to the expansion will not lower the temperature to
that of saturated steam, which must be reached before condensation begins.
Any moisture present in saturated steam has the effect of reducing the
economy.
The steam consumption of certain large turbines using superheated steam
is decreased about 1 ^er cent for every 8 to 12 deg. of superheat up to 200
deg. ; the variation being from about 1% for 12 deg. at 50 deg. superheat to
8 d^. at 200 deg. superheat. In the same boiler plant the minimum saving in
coal due to superheating is 4 to 5 per cent. This coal saving depends upon
(1) the saving of steam resulting from the economy of the prime mover;
and (2) the amount of coal necessary to obtain the superheaL
Limit of Superheat. As far as material goes power plant apparatus
might be designed to withstand temperatures of 800 or even 1000 deg.
Other considerations, however, limit the amount of superheat, so that the
most economical degree is determined by the operating conditions.
In this country steam temperatures in power plants are seldom more than
600 deg.; the superheat is from 200 to 250 deg., depending upon the boiler
pressure. In Europe, however, where superheaters are almost invariably
employed, 600 deg. is a common temperature and 400 deg. superheat, which
would b« a temperature oi about 850 deg., is sometimes used.
With these very high temperatures the first cost and maintenance are
high, and the thermal gain is considerable. This would be advantageous
when materials and labor costs are reasonable and fuel costs high. Such
conditions were formerly found in Europe. In this country, however, labor
and materials are expensive while fuel has been cheap. It is more economical,
therefore, to use moderate degrees of superheat, even at the sacrifice of
some gain in heat ; but as the cost of fuel increases, the tendency will be
towards increased superheat.
The engine design also determines to some extent the temperature to be
used. The Corliss and slide-valve types of engines seem to reach their limit
ib. Google
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IS
D,B,i,.ab,GoOglc
SUPERHEATERS 75
at about 500 deg. Higher temperatures cause warping of the valves and
interfere with lubrication.
Very highly superheated steam, at temperatures of 600 deg. or more,
is used in poppet-valve engines, since sUch valves do not warp and require
no lubrication. Balanced piston a/id specially designed Corliss valves are
also successful with high superheats.
Steam-turbine construction and operation permit the use of steam tem-
peratures as high as 800 deg. Nevertheless for reasons of economy of main-
tenance, even the latest designed turbine plants are working with steam at
temperatures not over 650 deg.
Control of Suferheal. Superheat temperatures may vary widely with
the temperature oi furnace, volume of air used, and rate of firing coal.
Extreme variations should be avoided, as they may cause serious difficulties
with the piping, valves and gaskets. Stoker firing and automatic feed and
damper regulation will do much toward eliminating superheat fluctuations.
Any variation in the boiler load will affect to a marked degree the tem-
perature in superheaters placed inside the boiler setting, in the path of the
not gases. The truth of this last statement is shown by Fig. 10, and by the
following quotation from "Superheater Logic," by the Heine Safety Boiler
Company :
"If the increase in load is sudden and there is a large momentary draft
of steam with accompanying fall in boiler pressure, the superheat tempera-
ture will fall because the rate of combustion is not increased. Conversely
if a boiler is steaming at a heavy load and the load decreases suddenly, then
the superheat, which is already very high due to the heavy load, will be
further increased because of the smaller ^ow of steam through the tubes. In
this way very excessive superheats are obtaiited from an equipment designed
for only a moderate superheat at normal load,
"Evidently the greatest economy is secured when a plant is designed
and built for a certain lixed superheat and this temperature is maintained
constant."
: are (1) the separately-fired,
superheater. The former is placed in its own
setting and has a furnace of its own to supply heat; the latter is located
within the setting of the boiler and receives heat from the hot gases as th^
pass on toward the stack. Both types receive steam containing perhaps 2
|>er cent moisture from the boiler and increase its temperature by the auldi-
tion of heat without changing the pressure. The steam elements arc prac-
tically the same in both types — a number of tubes or pipes arranged to contain
a relatively small volume but to expose a large surface to the heat.
The final temperature of steam in a superheater depends upon the tem-
perature, volume and quality of the steam entering it, and upon the volume
and temperature of the hot gases coming in contact with the tubes. The
temperature and quality of the steam can be considered as constant while
the load on the boiler determines the quantity of steam. Therefore die
amount of superheat will be principally affected by the temperature and
volume of the hot gases. If it is desired to maintain a constant degree of
superheat, the How of hot gases over the tubes must be controlled.
Separately-fired superheaters are intended to give higher temperatures
to the steam than can be obtained from attached superheaters. The super-
heating coil is suspended over the furnace, protected from the direct heat
of the furnace. BafHes are provided so that tiie hot gases make two or more
passes around the tubes. Steam enters at the top and leaves at the bottom.
The tube surface is increased by putting on cast iron rings outside the tubes.
A flow of steam through the superheater must be provided to prevent
burning, should the load be suddenly thrown o6f the boiler. All super-
heaters should be equipped therefore with independent safety valves of the
ib. Google
SUPERHEATERS
: for getting rid of any collected water
before atartii^. The superheater should be so proportioned that the same
quantity of steam will pass through all of the tubes in order that none of
these can be by-passed, and consequently in danger of burning.
Superheaters musi be protected from exposure to hot gases with no
steam flowing, as when firing up, cooling down or standing idle. With
apparately-fired superheaters the hot gases can be deflected so as to by-pass
the superheating coil and flow directly from the furnace to the stack;
or an outer cast iron covering with flanges may be provided to protect
the steel tubes and store the heat. Also the superheater should be fllled with
water, or flooded whenever the flow of steam ceases. Flooding is objectionable
in that scale-forming material can be deposited in the tubes, which cannot
be cleaned.
Any of the above methods may be applied to attached superheaters.
When these are flooded they generally are connected in parallel with the boiler
beating or evaporating surface, so that they can be drained and connected
in series with the boiler when superheat is desired.
The attached or indirectly-tired superheater may be placed (1) at the
rear of the furnace; (2) at the end of the heating surface just before the
gases leave the boiler setting; and (3) at some intermediate point
The steam passing through the superheater will absorb heat, depending
upon the temperature difference between the gases and the steam, and upon
the amount of superheating surface. Therefore to obtain the same degree of
superheat the amount of surface required in the furnace where the gases
are hottest may be small as compared with the amount required when the
superheater is placed at the end of the heating surface, where the gases are
cooler. The usual location of the superheater in the boiler setting is such that
the temperature of the hot gases reaching it seldom exceeds 1500 deg- In
this position the attached superheater is subjected to the fluctuating tempera-
tures of the hot gases. The amount of superheat will vary, therefore, with
the load on the boiler and will increase as the boiler is forced.
w
^
^
^
-^
^
^
^
■ m
^
y
c ^
/
/•
S
s. «
/
''
/
Percent , Looi<4
Fig. 10. Effect of Load on Superlieat with tbe Superheater in the
Path of All the Boiler Oaaee.
D,B,i,.ab,GoOglc
SUPERHEATERS
The more positive method of maintaining a constant superheat is by
locating elements in a separate chamber, where a daimier can be used to
regulate the flow of gases, automatically if desired. The superheater can
then be by-passed altogether in an emergency.
Figs. 11 and 12 illustrate the details and location of the Heine super-
heater. This consists of two parts, the superheater box and the tubes. Into
this box are expanded the steel tubes arranged in four passes as shown.
Two interior partitions separate the superheater box into three chambers.
The steam enters at the botloni. passes through the lower tubes, returns lo
the central chamber through the second pass tnhes and then flows through
the third and fourth passes, returning to the upper chamber.
Fig. 1 1. Details of Hdne Superheater
The location of the superheater is shown in Fig. 12, Tt can be installed
on one or l>oth sides of the boiler, according to the boiler size, and the
superheat desired. The entire superheater is encased in brick work with
a firebrick roof supported by special T-bars. This superheater chamber
communicates with the furnace by a flue formed in the side wall, through
which a small part of the furnace gas rises. This gas enters the rear of
the chamber, makes two passes over the tubes and leaves at the front of the
setting, passing over the surface of the boiler drum. A damper in the
cliamber outlet controls the flow of hot gas and is regulated from the front
of the boiler, either by hand or by an automatic temperature i-mitrol.
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7» SUPERHEATERS
Obviously, the temperature of the superheated steam can be changed
as desired by simply manipulating the damper io the outlet of the super-
heater chamber, and the superheat can be maintained constant, regardless of
the boiler load, the rate of combustion, the amount of air used for combus-
tion, the furnace temperature, the opening of furnace doors or any other
variable, such as the amount of soot on boiler and superheater surface.
Fig. 12. The Heiae Superheater.
c regulation of the superheat temperature, a complete regu-
lator is installed as shown in Fig. 13. This regulator is quick acting and
responds to small variations in steam temperature, as will be evident from
its consiruciion.
The entire device consists of two main parts, the controller and the
diaphragm-motOT. The controller comprises a thermostat which con-
trols a small supply of compressed air in accordance with the temperature of
the superheated steam. The air is admitted to or released from the
diaphragm-motor, connected by a link to the superheater damper handle.
Provision for soot blowing is described on pages 31 and 41.
D,g,tze:JbiGOOt^lC
SUPERHEATERS
! Reculatoc
The requirements of a successful superheater, as given by Gcbhardt, are:
1. Security of operation or minimum danger of overheating.
2. Economical use of heat applied.
3. Provision tor free expansion,
4. Disposition so that it may be' cut out without interfering with the
operation of the plant. '
5. Provision for keeping the tubes free from soot and scale.
Superheating Surface. The surface required is dependent upon the
amount of heat to be transferred lo the sleam, and upon the rate of heat
iransfer per unit of surface. The operation is conveniently divided into three
stages:
ib. Google
D,B,i,.ab,GoOglc
SUPERUEATIiRS 81
1. Heat yiveii up by tlio gases.
2. Eicat transniided through the niclal wulls of the eleiiietns.
3. Heat absorbed by the steam.
The amount of heat involved in each of these stages is the same cxeeiil
for loss by radiation.
The heat given up by the gases is:
the licat transferred is :
:)Rd (5)
anil the heat ;tbs<irbcd hv the ^reani i^::
IKr, (/,-/.) (.6)
S^^SuperheatinK surface, sq. ft. per H.II.P.
R^=B.tM. traiisferred per hour per sii. ft. of superheating surface
per deg. F difference between the mean temperainres of the
gases and of the steani, and approximates;
1 to 3 for superheaters located at the end oi the boiler
heating surface.
3 lo 5 when located between the first and second parses,
8 to 12 for separately fired superheaters and for superheaters
located immediately over the furnace in stSittonary
boilers or in the smoke box of locomotive boilers.
d=difrererice lietween tlie mean temperatures of the gases and steam.
If^:weiKht of gases passing through the superheater, lbs. per B.U.P.
per hour.
If—weight of steam passing through the supcrlicattr, lbs. per D.II.P.
per hour.
(S^nean specific heat of the gases.
(-,=inean specific heat of superheated steam.
/,i=Temperature of gases entering superheater, dcg. F.
(.^Temperature of gases leaving superheater, deg. F.
f]=Temperature of superheated steam, deg. F.
t^=Temperature of saturated steam, deg. F.
Neglecting radiation, (1) is equal to (2); and neglecting the moisture
in the incoming steam, (2) is equal to (3), therefore r
-— Alrf " (8)
(9)
/■/,=Tolal heat of superheated steam above 32 deg. F.
//,=Total heat of saturated steam above 32 deg. e„ which may he
easily corrected to allow for evaporating the moisture preseut,
Tnstead of basing R on the difference in the temperatures of the gases
and of the steam, it is more correct to divide the heat transfer into two
stages— gas to metal and metal to steam. As this necessitates a knowledge
of the metal temperatures it is generally confined to laborator>' research.
The precise value of R is dependent upon so many variable conditions, such
as the velocity of the gases and of the steam, the condition of the surfaces
as to soot and scale, the arrangement of the superheater tubes and the
temperature dilTerenccs involved, that refinements are out of place. The
ib. Google
,Google
SUPERHEATERS 83
amonnt of surface is usually determined empirically on formulae derived
from the results obtained in a Urge number of cases of the same general
design, operating under similar conditions. This leaves the result in con-
siderable doubt where the whole of the gases flow over the superheater
with no possible control. With only a part of the gases flowing over the
superheater under perfect control, the amount of surface can be simply
related to the boiler heating surface, according to the degree of superheat
required, and the resulting steam temperature will be kept constant within
± 5 deg, F., as shown in Fig. 14.
SufierhcaUr Materials. Heine superheaters are built of wrought steel,
insuring ease of construction and durability.
Superheater Piping and Fittings. Cast iron has been used for valves and
fittings. Up to GOO deg., it is safe if the temperature is maintained constant.
Under higher or fluctuating temperatures permanent increase in dimensions
and numerous failures have resulted. Cast iron failures are undoubtedly due
more to fluctuations in temperature than to constant high temperatures when it
develops cracks and distortions.
The advantage of cast steel for superheater material is that it is not
damaged at high temperatures. This decreases the importance of protection
and simplifies the installation. The construction, however, must be heavy
and thick-walled.
The strength of superheater materials drops off rapidly for temperatures
above 600 deg., as shown by Gebhardt and others. Because of this rapid
decrease in tensile strength, steam is seldom superheated to temperatures
above 850 deg.
Piping for superheated steam is usually made of mild steel. With the
greater number of heat units in superheated steam, the pipe capacity is
increased and relative conduction losses and leakage are reduced. Under
superheated conditions much higher steam velocities can be used, 12,000 ft.
per min. not being uncommon and 16,000 ft. per min. having been used.
This, of course, increases the pipe line capacity. With the high tempera-
tures resulting from superheat the problem of expansion must be carefully
considered, especially when temperatures are likely to fluctuate widely. See
chapter on piping.
Industrial Uses. Superheated steam is used elsewhere than in engines
and turbines. A Chicago gas company blows its water gas generators with
superheated exhaust steam at about 2.5 lb. pressure, instead of using live
steam. This results in a 20 per cent saving of boiler fuel The capacity of
the generators is increased because of the lengthening of the making period.
The superheated steam relieves the generator of the work of re-evaporating
the water, which is always present when saturated steam is used.
Superheated steam is successfully used for process work, where both
the latent heat and the heat of the superheat of the steam can be used, as for
example, when the steam can be blown directly into the substance to be
heated. When, however, only the heat of the superheat can be employed,
the use of superheated steam does not pay. it^4p«w&fe^iMk4fc^at)hrfbaut
w half that of oaturotod Dtoom and thcreforo) about twiec as mueh auper-
■heated steam weald be reqaifetk Superheated steam may be justified when
the heat of the superheat can be used in one operation and the latent heat
or part of it in a connecting operation. The saturated steam left after the
first operation must then contain enough heat for the second operation.
ib. Google
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Chapter 4
furnaces and settings
PROPER furnace JesiRii and adequate proportiuns are the essentials in
securing high boiler elTiciency. A single design of setting cannot be
stanitardiied to meet the various fuel, operation and space requirements.
To ohtain complete combustion, special designs are required for low and hiRh
vnlatile coals, gas, fuel oil, waste heat, and for hand or sinker firing.
Furnace Design
THE main problem in furnace design is to determine the volume of the
furnace and the length of the flame travel. Furnaces with a small com-
bustion space, in which the Ilame travel must be short, are not suited for the
burning of high volatile coals at high rates of combustion. For reasonably
complete combustion, the combustion chamber must tie large enough to permit
thorough mUriHg of the air and gases; sufficient fi'nii* for comliustion ; and to
maintain temperature sufficiently high to secure combustion.
Mixing. To secure efficient combustion, the volatile distilled from coal.
which in part is composed of tar vapor, gases and small solid particles of
floating carbon, must be intimately mixed wilh an adequate supply of air. Fuel
oil and gas must also be mixed uioroughly with air. If the right mixture is
not maintained, the result is stratification, such as is common in hand-fired
furnaces not operated properly. In stoker-fired installations the fuel is more
evenly distributed over the grate. This prevents the inrush of large quantities
of air in spots and the choking of air in other parts; the products of com-
liustion are, therefore, mixed more uniformly with oxygen -bearing air.
Additional air is sometimes supplied above the fuel bed to obtain thor-
ough burning. Arches, piers, wing walls and steam jets are sometimes added
in hand-fired furnaces to give a thorough mixture of air and gas so that the
higher volatile coals can be burned without smoke. The locations of these
parts depend upon the kind of coal and the manner in which the boiler
is to be operated. Such structures increase the draft loss through the boiler,
so that the steaming capacity for a given draft is reduced. Generally, how-
ever, they improve combustion.
Time. This is next in importance to the mixing requirement. The time
available for combustion (before the gases are cooled by the boiler heating
surface) depends upon the length of gas travel, or for the same grate area,
upon the cubical contents of the furnace. The combustion space must be
correctly related to the rale of combustion for a given fuel, otherwise economy
ivill be sacrificed.
Experiments by the Bureau of Mines with a Heine Boiler indicate the
relation between boiler economy and furnace volume, as in Fig. 15. In
these, semi -hi luminous coal was burned on a Murphy stoker having a pro-
jected grate area of 25 square feet. Pocahontas steaming coal was con-
sumed at the rate of 6S.4 lb. per sq. ft. of grate per hour. When the
products of combustion had passed through 80 cu. ft. of combustion space,
the gases contained fully 3.7 per cent of unconsumed combustible, but as
the space traversed increased to 160 cu. ft. the combustible decreased to
1 per cent When a point corresponding to 260 cu. ft. of the furnace volume
had been passed less than 0.5 per cent of combustible remained in the
srases. This indicates that the larger the combii-ition space, the more nearly
complete is combustion.
ib. Google
FURNACES AND SETTINGS
Tftttperature. The combustible gases in a boiler furnace must be
kept at a temperature sufficiently high to permit complete combustion.
economically and without smoke. The ignition temperature of hydrocarbon
gases is between 1000 and 1500 degrees. However, this temperature varies
with the amount of air, kind of fuel, and the quantity of neutral gases present.
A high furnace temperature generally means rapid combustion and good
efficiency. It is the result of higher CO, and the absence of CO. so that
the gases are more nearly burnt while traversing the furnace. The varia-
tion of furnace temperature and boiler load is shown in Fig. 16, which
represents tests by the U. S. Geological Survey on a Heine boiler and
underfeed stoker.
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D,B,i,.ab,GoOglc
FURNACES AND SETTINGS 87
The effect of temperature is also shown by tests of the Universily of
Hlittoit on a Heine boiler equipped with a Green chain grate, Fig. 17. An
economizer and a large induced draft fan were used, so that the rates of
combustion were high. Coals having a combustible volatile content of
from 30 to 40 per cent were successfully burned. Fire clay tiles are
placed on the boiler lubes directly over the fire, forming the roof of the
furnace and pre\-enting the hot gases, which are still not fully mixed, from
coming in contact with the cooler tubes.
Fig. 17. Heine Boiler Teited for SmokeleMnem.
Tests were conducted on this boiler with C-tile on the bottom row of
tubes, and then with 7'-tile. The C-tile encircle the tubes completely and
present to the furnace a roof of solid firebrick. The T-tile rest upon the
top of the tubes only, and therefore present to the furnace a roof of part brick
and part water tubes.
With T-titc, the smoke record varied from 9 to 17 per cent, which
corresponds to Nos. Yi and 1 on the Ringelmarin scale, respectively. The
C-tile record showed zero smoke. The temperature oi the gases entering
the nest of tubes from the combustion chamber averaged 1384 deg. in the first
test, and 1678 deg, in the second test. The corresponding temperatures
over the bridge wall were about 1850 and 2150 degrees.
Over 100 trials were rtiade at loads varying from 60 to ISO per cent of
rated boiler capacity, and from these L, P. Breckenridge concluded that it
is almost impossible to make smoke with this setting under any condition
and that it operates with economy.
Furnace Volume. The Bureau of Mines shows that the furnace size is
influenced mainly by the percentage of excess air, the rate of combustion and
the kind of coat
ib. Google
ib.Google
FURNACES AND SETTINGS
A Heine boiler and a special Murpliy side-feed stoker furnace were
used in the tests. Table 5 gives the composition of the three grades of coal
— Pocahontas, Pittsburgh and Illinois — burnt in these tests. The results,
Fig. 18, represent a supply of 50 per cent excess air for two rates of com-
bustion of the different coals, and K'^e the combustion space necessary per
square foot of Rrate area for various combustion conditions, which arc
expressed in terms of the ratio of undeveloped heat to the total heat in
the coal. These figures can be used as a guide in proportioning almost any
style of furnace.
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Unconaumcd Cotnburttble. ^rctn-t.
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FURNACES AND SETTINGS
Table S. Analyais of Coala Uied in the Testa.
PROXIMATE ANALYSIS OF COAL AS RBCEIVBD
Coal
Co.1
lUDofa
Co.!
VolatUe matter percent
2.21
15.78
71.66
10.36
2.S1
30.28
S6.82
10.39
16.16
34.09
39.19
Ash percent
10.66
100.00
100.00
100.00
ANALYSIS OF DRY COAL
Hydn^en
Carbon
percent
percent
3.82
80.90
1.00
2.97
.56
10.59
4.82
76.57
1.55
4.99
1.41
10.66
4.66
69.63
^EE:E=
percent
percent
percent
ved B. t. u.
9.56
2.08
12.59
100.00
100.00
100.00
Calorific value per pound, as recei
13,762
1335
10,433
A long narrow combustion space is to be favored rather than a short
wide one of the same cubical contents. For conditions other than Mnrphy
type farnaces the secondary air supply should be tborouRhly mixed with
the gases arising from the fuel-bed. The secondary air should always be
admitted near and over the fuel-bed, at hi[th velocity, and in a large number
of streams.
A variation of 50 to 100 per cent in the excess of air makes no appre-
ciable difference in the efficiency of the small furnace. In a furnace of
large size, however, a small variation in the excess air will affect the oper-
ating efficiency, so that close control o£ the air supply becomes necessary
The minimum percentage of unconsumed combustible in the products of
combustion is much larger in a furnace having a small combustion space than
in a furnace having a large combustion space. The efficiency obtained with
the large combustion space is therefore much higher. For boilers operated at
heavy overloads, a large furnace volume is particularly essential.
Efficient combustion is secured when the furnace volume permits ample
time, adequate mixing and sufficient temperature for thorough burning of
the gases. The boiler settings should be high and the baffles placed horizon-
tally on the tubes. The horizontal baffling promotes the mixing of strat-
ified layers of the gases, and gives the gases time to burn completely before
the tubes cool them below the temperature of ignition.
Head Room for Coal Burning Boilers. A definite height of boiler setting
is required for complete fuel combustion. Investigations by 0. MonHell on
settings for the smokeless combustion of soft coal are summarised in Table
6, applying to water-tube boilers under average operation.
ib. Google
FURNACES AND SETTINGS
Table 6. Headfoom Requlremmt» for SmolceleM 8«ttingi
Hot. T«rt. Rot. V«rt.
^Fltdi
(All Dimer
No. 6
■BNo-T
.SNo.8
J Down draft
McMillan
Twin fire
Semi. eirt. refuse
burning
■f-g Burke
&[» McMillan
Chain grate
e -a Moore
S SRoney
f*-"*- 20th tint
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t'URNACES AND SRtTlMr.S
Classification of Settings
IN' die burning of fuels economy is repreaented by completeness of com-
bustion and sraokelessncss. As this depends upon the style of setting, air
■upply and method of feeding coal, it is used by //. Kreisinger as a basis
for classifying furnaces, as shown in Fig. 19, At (A) is a hand-^red furnace
into which the cnal is fed interniittemlv on the top of the fire. The air
Coa/
Jna»rfe»d Stok»r
comes in a continuous stream through the grate, from the bottom. Some
air should also be supplied over the fuel-bed.
In the side-feed stoker (B) the coal is ted continuously from the
side and the air from the bottom at right angles to the path of the coal.
The coal moves down the srate by gravity and by the agitation of the
grate bars. Air can also be admitted through special tuyeres placed imme-
diately above the fuel-bed, at the entrance of the coal into the furnace.
Some air enters through the coal in the -magazine.
The diagram (C) shows a furnace equipped with traveling or chain
grate. The feeding of the coal is accomplished by the motion of the grate.
The air and coal are both fed coniiruously, the air l>«ing fed at right angles
to the coal path. Additional air is supplied through the coal in the maga-
zine, through the thin fucl-beil near the bridge wall, and through leaks along
the side walls.
In the underfeed stoker (D) the air and coal are fed uniformly and
in the same direction. Air ts also admitted through the damper in the front
door of the furnace.
These styles of furnaces are shown in the following illustrations with
settings of Heine boilers as installed in modern plants under standard as well
as special conditions, and for a variety of fuels. In practice each problem
ib. Google
FURNACKS AND SKTTINGS 9.!
has to be studied to decide upon the proper furnace design and proportions.
Generally a change in the location and in the type of tile used in the baffles
will give furnaces for particular combustion requirements.
In vertically-baffled boilers the extinguishing action of the tubes, wKh
the short flame travel, produces an undesirable amount of smoke. If the
tombustion in these boilers is to be smokeless the furnace volume anil there-
fore the settinR heiKht must be increased considerably. Even then the mixing
effect of the bridge wall and combustion chamber arc absent
The horizontally-baffled boiler has the necessary furnace volume with
the ordinary height of seltinK. Horizontal baffles, in hand or stoker fired
Ijoilers, permit a long travel of unciiilled flame and maximum lime for com-
pletion of combustion. The turn of the gases at the bridge-wall disrupts
any tendency to stratify, and this mixing effect also promotes comliuslion.
Settii^s for Hand Firing
1\' burning bituminous coal, it is not practicable, according to O. MonncU,
to combine a hand-fired furnace with a vertically baffled water-lube boiler.
To prevent smoke the furnace must be arranged with a horizontal baffle.
as in Fig. 20. In this design the lower part of the tubes over the fire is
left bare by using T-tiles for the bafFle. For the high temperature zone
over the bridge wall and for some distance back of it, the tubes are entirely
encased in C-tiles, This pnrt of the baffle is extended from the T-tiles
to the deflection arch provided to mix [he air and gases thoroughly.
ib. Google
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FURNACES AND SETTINGS 95
Th« proportions of the furnace for this setting are determined on a
basis of grate area. The parts are placed so that there will be from 20 to
25 per cent of the grate surface in the free opening above the bridge-wall,
40 per cent between the bridge-wall and arch, and 50 per cent free area
under the arch. The installation of four siphon steam jets, placed across
Ihe furnace above the fire doors, is recommended to give a secondary air
supply. This type of setting has been successful where soft coal is used
and where municipal smoke ordinances are enforced.
Another form of setting for hand-firing of bituminous coal is the down-
draft furnace, shown in Fig. 25. Boilers so arranged have given excellent
results both in smoke prevention and in fuel economy.
As anthracite coal runs much lower tn volatile matter than bituminous
coal, the flame is much shorter and practically all of the combustion occurs in
the fuel-bed. The style of setting shown in Fig, 21, can be used for such
service. The T-tilea are placed on top of the first row of tubes. This
leaves the bottom of the tubes exposed to the heat of the fire but still forms
the roof af a combustion chamber in which the gases are retained and
thoroughly mixed until combustion is complete.
Pig. 31. Setting for Hand-Gring of Anthracite Coal.
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Fl'RNACES AND SETTINGS
When the distance between the grate and first tube bank is greater than
that shown in Fig. 21, the lower baffle can be placed on the second or third
row of tubes. In another modification, Fig. 22, the baffle on the lowest
row of tube? is not used, and the bridge wall is built up to the bottom tow
of tubes.
FiK. 32. Alternative Setting for Hand-firing of Anthracite Coal.
Grates for Hand-Firing
THE Krate in a boiler furnace not only supports ihe fuel-bed. but also
admits the air for combustion. It is almost invariably made of cast iron,
which melts at about 2100 deg., while the lower layer of the fuel-bed on it is
at about 4000 deg. temperature. A grate does not become very hot when the
air is passing throutth it, and it is further protected against high temperatures
by the insulating effect of the l.iycr of ash lictwcen the gr.ite bars and the
fuel. The surfaces and air spaces siiould lie so proportioned that they will lie
kept uniformly cool by the flowing air. However, with a burning fire on the
grate and the draft obstructed or shut off. heat will accumulate, and the
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FURNACES AND SETTINGS
grate will become red hot. If the grate does tiol burn out or melt and fall
into the ash-pit at this high lemperature, it will be twisted, warped, and will
sag. The same harmful effects are caused by accumulations of ash and burn-
ing coal in the ash-piL
Cast iron is weak at a dull-red heat and Ihc high temperature causes it
to grow. Repeated heating will cause a grate bar 15 in. long to grow Yi in.,
accordingto W. J. Keep, and the pressure it will exert on the dead plate and
bridge wall will force it into a curved shape, unless proper provision for
expansion is made. The strength of cast iron decreases rapidly above 680
deg.. which is about the ordinary temperature of the front grate bar. At
this temperature the tensile breaking load is 23,750 lb. per sq. in., while at a
temperature of 1250 deg. the breaking load is only 8,023 lb. per sq. in. After
being reheated cast iron never contracts to its original length. The cast iron
for grates should be composed of the highest grade materials having great
heat-resisting qualities, so that the grate will expand and contract evenly.
Hand-fired Rrates are of the stationary, shaking, dumping, and the com-
bined rocking or shaking and dumping types. Grate bars are manufactured
in numerous patterns and designs with curved or flat tops. The styles used
for the burning of the regular sires of coal are illustrated in Fig. 23.
Sloftcil
Fig. 23. Typical Styles of Stationary Grate Bara.
The sljle of Krate bar and the number, size and shape of air spaces
are determined by the coal for which the grate is to be used. The free
area through the grate should not allow the coal to drop through into the
ashpit, but should be large enough to prevent clogging with ashes and
cinders. Air space areas of 30 to 50 per cent of the total grate area have
lieen found satisfactory with natural draft. It is common practice to allow
% in. air space for No. 3 buckwheat, '/i in. for No. 2 buckwheat, 5/16 in. for
No. 1 buckwheat, Hi in. air sp.nce for pea coal and Vi in. openings for bitu-
In small plants, where larger sizes of anthracite are burnt, the plain
grate is probably as satisfactory as any ; when coals of high ash content and
wliich clinker are used, the shaking or rocking grate is to be preferred. The
grate must be so constructed that the moving parts will not clog and so
that their action will break up the clinker.
Anthracite dust, silt, culm and screenings are burnt on grates with small
openings and require mechanical draft.
ly Google
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Fl'RNACES AND SETTINGS
Hollow grate bars, with a blower system, are sometimes used for burn-
ing sawdust, chips, shavings, tanbatk and bagasse. Such grates should
have large air spaces so tliat partial <illing-up of the openings will not inter-
fere with the air supply for proper combustion. In making up the required
grate surface, the hollow bars are sometimes alternated with ordinary bars
to suit the fuel.
Fig. 24. Water Orate.
Grate bars are generally made in sections not more than 3 ft. long, so
that the total grate extension is a multiple of this length. Grate bars are
3 to 6 in, deep at the middle, taperinR down to about 1 in, at the ends. To
allow for expansion, the bars are usually made about 2 per cent shorter
than the space for which they are intended, so that they will fit when the
boiler is operating. Most grate bars arc in one piece, although some have
a body portion and a removable sectional top, which contains the air spaces.
The total grate length is limited by the physical ability of the fireman to
throw the coal to the farthest end. Grates 10 to 12 ft. in length are some-
times used for anthracite. The limits for bituminous coal are 6 to 8 ft.
Fig, 35. Water Grate ai Used in Down-draft Boiler Setting.
ib. Google
100 rrRXAci'.s Axn sfttinhs
becaiis; it is moro <1ifFLciilt i
itidiiied from •> i in. to t ' j in
aid in liriiig.
Doivn-ilrafi settings for tlie smokeless combustion of soft coal utilize n
so-called wler-gralc, l''ig. 24, which is placed above the ordinary grale in the
boiler, as shown tn Fig. 25. The water-grale consists of a series of pipes
fastened to steel headers, so connected to the boiler that water will circulate
through it Fresh coal is fed onto the water grate, and the air admitted
above it travels downward llirough the fuel-bed. As the coal becomes partly
consumed, It falls through to the grate below, where the combustion is com-
jileted. The space between these two grates is the combustion chamber, in
which the gases are consumed before passing through to the chimney.
Settings for Mechanical Stokers
WITH cliain grale stokers. Heine boiler settings are as shown in Fig. 26.
The tiles of the lower l>alfle are placed on the first row of tubes, either
encircling the tubes entirely or exposing the bottom half. A head room
of 7'/t feet from the floor line to the underside of the waterleg gives the
desired furnace proportions. This dimension may vary considerably without
alTectiiiR the boiler performance, but should not be less than 6'A feet. This
setting has been found to Rive good economy and smokeless operation for
loads uo to 200 per cent of ratimj.
Fig. 26. Chain Grate Setting.
With side-feed or double inclined stokers, the boiler can be set with an
extended furnace or with a flush front. In the typical setting. Fig. 27,
the bottom row of tubes is enclosed in baffle tiles to give a solid roof, and an
auxiliary bridge wall breaks up the currents of gases and insures a thorough
mixture. The side-feed stoker combined with a vertically baffled boiler will
not give smokeless combustion. With horizontal baffles a I'A-iX. clearance
is sufficient between the bottom of the front header and the floor line.
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!■■ [J K \' A r !■: S AND S I', T T I X C S 101
The o^(i-fe,-d type of stoker fits in nt the front of the boiler and tia^i
a shaking or dumping grate al the foot of th^' hridge-wall. For boilers with
horizontal baffles, a 6-fi. setting is required, while for vertical baffles the
clearance should be abnnt 9 feet. Fig. 28 shows a Heine boiler and a front-
Fig. 37. Side Peed Stoker and Extension Furnace Setting.
feed stoker. The typical baffle arrangement is nsed, hut deflection arches
or piers sometimes aid in mixing the gases. When the clear opening between
the lop of the bridge-wall and the bottom of the lirst row of lubes is not
less than 40 per cent of the grate area, piers are not required.
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sS
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FURNACES AND SETTINGS
Pig. 28. Setting for Overfeed Stoker.
With the underfeed stoker, the rates of comhuslion are usually^ high.
so that a great volume of combustible gas has to be burned in the
furnace before being chilled by the boiler surface. For this reason, the
standard Heine furnace design. Fig. 29, is generally retained. The settings
can be lower for the horizontal types of underfeed stokers than tor the in-
cV '
Fig. 29. Setting for Horiiontal Underfeed Stoker.
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I- U K N A C H S AND SETTINGS
Via. -'0 shows a Heine boiler and superhealer set for niechanic-al draft,
ml an underfeed stoker of the inclined type. The headroom between the
raterleg and the floor line is about 7 feet. The lower balTle is made to
enclose the tubes. By changitig the tile to the third rnw of tubes, the setting ii
Fig. 31 is obtained. In this, more heal is absorbed by direct radiation, an<
excessive furnace temperatures are avoided.
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FURNACliS AN'D SliTTIKGS 105
By installing doable ilokcrs, boiler capacity and efficiency can be in-
creased for almost the same space. One stoker is placed at the front and
nnc at the rear of the settinK- as in Kig- 32. By forcing a greater weight of
^ses through the boiler, the capacity is increased. The larger furnace
Fig. 31. Modified Stoker Setting.
volume gives belter combustion ; also, a larger proportion of heal is radiated
to the boiler. At heavy loads the overall efficiency is higher than when
one stoker is used. Any variation in the etficieiicy is due to changes in the
furnace operation, because the elTiciency of the boiler, proper, as a heat
absorber, is practically c
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FURNACES AND SETTINGS
Fig. 32. Double Stoker Setting for Hrine Boiler with Superheater.
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FURNACES AND SFTTINHS 107
Ashpits
P[K ashpit is made of concrete or brick. The design depends upon the
boiler load, kind of coal, type of furnace, whether hand or stoker fired.
and of setting. Ashpits satisfactory with a mechanical or pneumatic system
may give trouble for hand removal, while pits for hand operation may also
prove satisfactory with a conveyor.
The ashpit should be large enough to accommodate the ashes from an
18 to 20-hr. run. Such pits eliminate the handling of ashes by the night shift.
They al.so protect the grates or stokers against destruction by the action of
accumulated ash and clinker. In practice, however, ashpits for hand-fired
furnaces are seldom of more than an 8 or 10-hr, capacity. Pits having capac-
ities of 12 to 14 hr. are generally provided for stoker installations.
To proportion the pit for a given period, the maximum amount ot
fuel that can be burned on the grates must tirst be determined. The maximum
perceniage of ash or refuse should be figured on the basis of the lowest
grade of fuel to be burned. The pounds of ash and refuse to be handled
per hour is the product obtained by multiplying the percentage refuse and
the hourly fuel consumption. The volume is determined by allowing 40 lb.
of ash to the cubic foot. The total capacity required then depends upon thu
periods of ash removal.
Ashpits should be so accessible that they can be easily cleaned ; otherwise
the work may not be attended to regularly, and the grates or stoker mech-
anism will be damaged. Fairly small pits are easily cleaned and give better
results than large pits, which involve heavy labor, .\mple room must be
provided for the use of a hoe or shovel. The pit should be not longer than
8 feet. Doors, gates or valves, as used on hoppers, should be arranged to
open anil close easily and should he accessible from the floor. Means of
inspection should be provided to make sure that all the ash has been dis-
charged. With reasonable care, the cost of ashpit repairs or relining can
l>e kept low.
Some typical designs of ashpits are given for different operating con-
ditions. The simplest form is the usual pit for hand-fired furnaces, as shown
in Fi^. 3,1.
Pig. 33. Coromoc AahiMt for Hand Firing.
A modification to obtain greater ash capacity without sacrificing ease of
ash removal is shown in Fig. 34.
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Grand Central Terminal of the New York Central Railroad, New York City,
in course of construction. Thii building contains 8550 H. P.
of Heine Standard Boilen.
F r R M A C E S AND S K T T I N f; S
Fit. 34. Large Capacity AihiHt for Hand Firing.
_ I form, particularly for si<lc-feeil stokers, is shown in Fig. 35,
t of construction and maintenance is low; liiit it is very difficult lo
emove ash frotn pits of this form unless a pneitmalic or steam conveyor
Pig. 3S. Rectangular Ashpit of Large Capacity.
In modem stoker-fired plants it is the general practice to use hoppsr
ashpits. The labor of handling the ash is greatly reduced and the installa-
tion of ash conveyors is more convenient. The tunnel under the firing floor
enables the at<h to be easily hoed from the hopper ashpit into conveyors
or ash cars without interfering with the work on the firing floor. Fig. 36
shows an example of such an arrangement.
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FURNACES AND SETTINGS
This system is also frequenlly
Inw grade fuels having a high ash c
plates are Ihcn generally used.
F"ig, 36, Hopper Ashpit
A still more convenient method which is adopted in most modem power
plants is to provide a basement as larse as the boiler room. Ample space
is then available for ash-handling apparalus, forced-draft air ducts and other
auxiliaries; and the removal of ash is done under more comfortable condi-
tions. A typical arrangement of this kind is shown in Fig. 37,
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I-" I- R N A C K S AND S E T T I .\ G S
Fig. 37. Hopper Aihpiti mth Basement under Bmler Room.
In many cases separate lioppers are provMcd to receive ash and clinker,
and to recover coal dropping from the front part of the grate. The com-
bustion chamber is often provided with a hopper bottom to facilitate the
removal of dust.
Some suggestion on the design of ashpits may also be obtained from
chapter on mechanical stokers, and from the part of the chapter on economi-
cal boiler operation, referring to ash handling.
Hopper ashpits should be lined with firebrick. There is always the
possibility of combustible matter burning in the ashpit owing' to careless
operation of mechanical stokers or dumping grates, and fairly high tempera-
lures are often encountered in such rases.
Ash doors and valves at the bottom of hopper a.sh-pits should be air-
tight or nearly so. With natural draft sufficient air will be drawn in through
leaky doors lo cause brisk combustion under conditions described above,
and the ash may be melted into large clinkers, which are difficult t
and which sometimes must bs broken up before they t
the doors or valves. With forced draft under pressure
pit, leaky doors may increase the load on the fans and cs
consumption.
Settings for Powdered Coal
pOWDERED coal has been used extensively for the past twenty-five
''- years in certain metallurgical processes, particularly in the cement indus-
try, and its success in this and similar industries is amply testilied by its
extensive use. Certain characteristics in the coQibustion of pulverized coal
1 be got through
1 the hopper ash-
ae wasteful power
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112 FL'RN'ACES AND SETTINGS
have brought out the fact that under some conditions it is feasible to
utilize this fuel for use in generating steain. In the past live years a number
of boiler plants have been equipped to burn this type of fuel.
Boiler furnace setting design for the successful combustion of pulverized
coal was a subject which was not thoroughly understood when the first
installations of this sort were made, and hence the early results obtained
were not satisfactory. However, the subject is now past an experimental
stage and it can be said that the following remarks on furnace design are
in general indicative of good practice. The furnace volume should be so
proportioned that combustion is completed before the tube bank is reached.
About 2 to 2^4 cu. ft. of furnace volume should be provided for each
boiler horsepower developed, assuming that the combustion chamber is nearly
in the form of a cube. Boiler furnaces are not always of cubical form, so
that the velocity of the gases should be limited to 7 ft. per second, through
the smallest cross sectional area and where the temperatures are highest.
This rule for contents holds good for coals in which at least 25 per cent of
the total combustible is volatile matter. It does not apply to anthracite,
coke bree«, or other low volatile fuels.
An extension furnace is usually employed to obtain the required com-
bustion space. Inasmuch as the ash will tend to adhere in the form of slag
on furnace sides and bottoms, it is desirable to have these surfaces slope
downward to a slag hole, through which the molten slag can be tapped off.
runiace temperatures arc high in this class of tiring, and it is essential that
the walls be heavy and constructed of hrst quality refractories.
Fig. 38 shows a Heine cross drum boiler with a typical setting for burn-
ing pulverized coal with the Bonnot system.
Pig. 38. Typical Powdered Coal SetUng.
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FURNACES AND SETTINGS 113
The use of powdered coal necessitates the iiistalbtimi of a [ire pa ration
plant, which generally consists of a cnisher. a dryer, a pulverizer and suit-
ahLe elevators, conveyors, dust collectors, hoppers, etc. Fig. 39 shows the
layout of a typical preparation plant.
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FURNACES AND SETTINGS 115
Powdered coal requires care in handling. In a well-designed and prup-
erly operated plant there is but little danger from explosions. However.
where hoppers, conveyors, elevators and dust collectors are not tight, and
the powdered coal is allowed to escape into the room, tliere is great liability
of explosion due to the possibility of the ignition of the cloud of coal dusi
by an open flame.
Pulverized coal when newly ground is practically a fluid, because of the
entrained air, hence it is readily handled by conveyors and flows easily from
hoppers. But, after standing from 36 to 43 hours, the entrained air escapes
and the coal settles down and packs in the hoppers. The correct way to
overcome the ditliculty of packed hoppers is to provide compressed air lines
in the hopper sides and thus agitate the packed coal with air, supplemented
bj hand poking. Hammering the hopper sides to make the coal flow only
causes it to pack the tighter in the bin. The sides of powdered coal hoppers
should have a slope of not less ihan sixty degrees.
In order to handle the crushed coal in the pulverizers it is generally
The pulverizer is generally adjusted for grinding the coal down to a fineness
of 8S per cent through the 200-mesh sieve, and 95 per cent through the tOO-
raesh sieve. The better combustion conditions obtained with coal of greater
fineness than given above docs not warrant the cost of the extra pulveriza-
Powdered Coal Burners
D UR\ER installations usually include a feeder of the screw conveyor
*-' type, such as Fig. 40. The capacity of the feeder depends upon the pitch
and depth of the screw, while the amount of feed Is controlled by its speed.
which is adjusted by a variable speed motor drive. Air for feeding and
mixing is supplied "by a. blower at 6 oz. pressure. The fuel, as it drops into
this blast of air, is agitated by a paddle wheel so that the mixture of air
T\z. 40. Lopulco Type Variable-apeed Fuel Feeder.
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FURNACES AND SETTINGS
and coal remains practically of constant density until injected into the fur-
nace. The tvpe of hnrner recommended with this eiitiipment is shown in
FiR. 41.
Fig. 41. Lopuico Type PulverUed Fuel Burner.
In ihe humer shown in Fig. 42. a variable speed screw feeder at the
bottom of the pulverijed fuel bin delivers the coal, the amount being regu-
lated by a hand wheel. A feeder of this type having a capacity of 500 lb.
of fuel an hour can he regulated to deliver as little as 26 lb. an hour. There
lire two air supplies, both controlled by blast Ka'es. The air for combustion
is at l^-oi. pressure, while the air conveying the fuel is at 6-oz. pressure,
expanding down to Ij^-oz. in the burner. The burner used is of cast iron
pipe with II specially shapeil elbow in which the fuel pipe is placed.
In another lutrncr arrangement no mechanism whatever is used. The
air in motion through a mass oS powdered fuel picks up sufficient fuel to
make a combustible mixture.
According to W. A. Evans, the control of the fuel supply to the burners
by air regulation rather than by varying the speed of a screw feed gives best
results. The speed of the screw conveyor cannot be adjusted closely, but the
air blast is subject to exact control. For any given feed adjustment, a
burner arrangement should deliver the required fuel with not more than a
3 per cent variation in iiuaniity for any number of S-min. intervals.
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FURNACKS ANn SFTTrNGS il7
Settings for Oil Burning
THE 1156 o! petruleuni as fuel for ste.ini generation has increased remark-
ably within the last decade. Tliis has been brought about by the abun-
dant supply resulting from the development of new oil fields, and by certain
ndvanlages of oil Hring over coal firing. But as the supply of petroleum
suitable for fuel has not kept pace with the unusual demand, uncertain
deliveries and increasing cost are now working to the disadvantage of those
plants using oil. There is no doubt but that oil ranks second in imporiance
to coal as fuel for steam generation, but with the present rapid depletion of
oil resources it is evident that oil firing will never supercede the use of coal.
In general ihe petroleum used for steam generation is of two types, the
one commonly called fuel oil is the heavy oil resulting from a partial relin-
ina of paralTin crude, and the other is the unrefined, a sph a hum -base, crude
oil The oiU found in the mid-continent and Kastern fields contain a paraf-
fin base, while thn^e produced in the Gulf and Western fields contain an
aTiphallum base. A discussion of petroleum with t}^ical analysis is given in
Chapter 13 on FUEL.
The success of oil firiiig depends largely upon proper furnace design,
and there are a number of important points which must be considered.
First, a large amount of refractory radiating surface must be provided to
assist in combustion. Good practice in this regard is to allow from 0,9 to 1.2
square feet of radiating surface per i>oiler horsepower developed. Second,
the furnace volume must be so proportioned that the gases are given time
for complete combustion before reaching the comparatively cool heating
surface. A combustion space of about 2.0 cubic feet per developed boiler
horsepower will satiiifactority meet the averapfe volumetric requirements.
Pig. 43. Typical Oil Burning Setting.
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FURNACES AND SETTINGS 119
In proportioning both radiating surface and combustion space, the proposed
ratings at which the boilers are to be operated should be used in the calcu-
lations rather than the manufacturers' nominal rated horsepower.
The setting of the Heine boiler, with its large combustion space and
ample refractory radiating surface, satisfactorily meets the requirements of
oil firing, A typical setting is illustrated in Fig. 43.
The location of the burners in oti-fired setting design, should be such
that the flame action will not be localized on portions of the heating surface,
so that trouble from blow-torch action with the resultant blistering of tubes
will be obviated. The oil or flame should not impinge direclly on any por-
tion of the furnace brickwork, because when starting up a furnace the oil
dripping down after impingement on such cold surfaces may collect on the
floor of the combustion chamber in such quantities that a serious explosion
may occur when this pool of oil becomes heated up to the ignition point.
Certain features in chimney design for oil firing are discussed in
Chapter 6 on CHIMNEYS.
Oil Burners
ONK advantage in the use of oil for fuel lies largely in the fact that it
can be broken up into minute drops so that the air for combustion comes
into intimate contact with every particle of the liquid with the combustible
gases evolved. The requirements for efficient combustion are a chamber of
the proper proportions with the correct air supply properly distributed, and
the thorough atomization of the entering fuel, the term "burner" being applied
to the atomizing device. The desired effect is secured either by the action
of steam or compressed air, which atomizes the oil and carries it into the
furnace, or by purely mechanical means.
There are many types of oil burners and these are arranged differently
because of the method of operation and the shape of the flame. Sometimes
the oil is sprayed out in a fan-lilce flame between firebrick blacks, which form
the approximate boundaries for the flame.
The burner can be inserted through the firing door, with the grates cov-
ered with checkerwork with J^-in. space between the bricks, but the "low
setting" is preferred, in which the grates are removed, and the checkerwork
laid on supporting brick in the ashpit and the bridge wall cut level with the
top of the checkerwork.
Steam atomizers include outside mixers, in which the steam impinges on
the oil current just beyond the tip of the burner, and inside mixers in which
the two come into contact within the burner, A combustible mixture of atom-
ized liquid and volatile gases issues from the nozzle. In air atomizers, a jet
of air under high or low pressure is used to break up the oil, part of the
air for combustion entering in this manner. With mechanical atomizers the
oil, preferably heated, is forced out under pressure through a distributing
tip, or by the whirling action of a revolving carrier.
Burners utilizing steam for atomi^ation are installed in many stationary
oil-burning power plants. They produce thorough atomization, with a long
flame, but cannot be used where the steam would be liable to condensation,
and great care must always be taken to keep the steam consumption down
to a minimum. Air atomizers are desirable in marine worlc or in stationary
plants where it is necessary to conserve the water supply, and they have the
further advantage that the latent heat in the exhaust from the blowers or
compressors is returned to the boiler, and no heat is carried away by the
steam in the flue gases. They give a short, intense flame and the furnace brick-
work must be proportioned accordingly. Under proper conditions, either
steam or air atomizers can be operated with a steam consumption of 2 or
3 per cent of that produced by the boilers. Mechanical atomizers require
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tNACtiS AND SETTINGS
little steam, and their exhaust can all be returned to the boilers. Tlii'y arc.
in general, susceptible of very fine adjustment to meet varying load con-
ditions.
Illustrated below are several types of burners now on the market.
In the Ilammel Burner, Fig. 44, the oil, either heated or cold, is fed into
the upper pipe, b forced through the sloping passage in the burner to the mix-
ing chamber C. Here it encounters the entering steam jet at an angle, the
heavy hydrocarbons are atomized, and the lighter ones vaporized, and the
mixture issues from the burner to the combustion chamber. Thin renewable
plates forming the lop and botiom of combustion chamber C receive any
wrar due to grit in the oil, while moisture carried in with the Steam flows
along the lower passage ind is blown out under the steel plate. The Ham-
mcl Oil Burning Syitem is ordinarily installed without arches, bridge walls
or target walls.
Fig. 44. The Hammel Oil Burner.
H*aa
^n — 13—'
The Starlet fr Pfeifcr Burner. Fig. 45, operates with steam or air,
which flows through the large pipe encasing the oil pipe, until it enters the
mixer, which is set with the apex P slightly below the center of the lip.
The flow of oil is regulated by the valve rod inside the steam pipe, operated
i>y the wheel shown.
Fig. 45. The Staplea and Ffeifer Oil Burner.
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F U R X A C E S A X U S J£ T T 1 X U S 121
In llic I'ocrsI Fuel Oil Burner, Fig. 46, the oil under gravity or pres-
sure feed flows in through the lower pipe, and ihe atomizing steam or ;iir
thrmigli the upper pipe. The lllnstraiion shows a fan-tail burner, although
liurncrs giving a cone-shaped flame are also furnished.
Fig. 46. The Poerst Fan-tail Type Oil But
The /('. .\'. Bal Calorcx lltimfr. Kig, 47
ins a jet of the atomizing fluid Issuing at right ,...» — —
lip is hehl tighlly, but can be raised for blowing out incrustations -■...
nid of l)ie hj--pa's. Burners are made for throwing a long, narrow flame,
a fan-shaped one up lo 9 feet wide.
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FURNACES AND SETTINGS
Fig. 47. The W, N. Bert "Calorex" Oil Burner.
The Kofriing Cyclone OH Burner, Fig. 48, is designed for use where
forced draft is required, or where it is desired to make use of a low pressure
oil pump already installed- The oil issues from an atomizing nozzle, while
the pipe through which it flows is surrounded by a passage carrying com-
pressed air, which receives a gyratory motion, so thai the mixture coming out
of the cylinder forms a spreading cone, in which the flame remains close to
the burner. Air atomizing burners are also supplied, and burners for use
where the oil is under gravity, as in small plants.
Kegister c/linier
Hg. 48. The Koerting Cyclone Oil Burner.
Of more general application i; . _ . ..
ie», in which the fuel is pumped at high pre
at a temperature of about 260 deg. F. The burner is surrounded by a
justable cylindrical air register, admitting air through rectangular openings,
giving an intimate mixture of combustible material.
"Hie Coen System, Fig. 49, utilizes a mechanical burner into which the
oil is pumped under pressure and receives a whirling motion. The adjusting
wheel shown in the sketch is used to regulate the flow ; by turning it the small
ball at the cone end can be lowered, reducing the flow to a minimum without
shutting it off.
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F I' R X A C E S A N n S F. T T I \' G S
Fig. 49. The Coen OH Burner.
The tfay Rotary Burner, Fig. 50, atomizes the oil in an open cup. re-
volving at high speed, while air under ^ lb. pressure issues from a cylindrical
slot surrounding the atomiier and directs the mixture into the furnace. The
pump, blower and ntomizer are driven by a ^i H. P. motor, and can be swimg
from the furnace front. .
Fig. so. The Ray Rotary Crude Oil Burner,
Oil as fuel requires the use of certain auxiliary apparatus, most important
of which is the oil pump and oil heater.
Fig. 51 illustrates a combination oil pump and condensing lype heater
set manufactured by the G. E. Witt Co. The oil, afier passing through the
pump, is delivered to the heater, after which it passes through a strainer tn
the oil burner line. The beater consists of copper tubes, through which
the exhaust steam from the pump circulates, healing the oil in the cast iron
chamber surrounding the copper coils.
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FURNACES AND SETTINGS
Oil. Inn
To Puf
Oil
ToH
f"ig. 51. Witt Oil PumpinE Set with Condennng Type Heater.
W'
Tar Burning
ATER gas tar, which is a by-product from gas works using the v
gas system, maitcs excellent fuel for n^e under sieam boiler
age tar will have a calorific value of about 15,000 to 17.000 B. t. u. per lb.
and will weigh about 9.5 lbs. per gallon.
In general it may be said that a furnace suitable for burning crude oil
will give satisfactory re5ults when using water gas lar as fusl. Refer lo
remarks given elsewhere on oil burning furnace design.
Grade oil burners can be safisfacloHly used for burning tar, though
provision should be made for straining the tar before it reaches the burner,
and clean-out connections for blowing out tar lines and burners with steam
or compressed air should be provided. Inasmuch as a low flash point is a
characteristic of water gas tar, it should not be preheated beyond the tempera-
ture at which it is sufl'iciently fluid to be handled.
Coal gas tar may be used tor boiler firing, but the present high value
nf coal tar derivatives, which arc used as bases for dyes, explosives, etc.,
precludes its use as a fuel.
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FURNACES AND SETTINGS 127
Gas Burning
NATURAL gas. blast furnace gas, coke oven gas and producer gas are
the four principal types of gaseous fuels which are available for use
under steam boilers.
NATURAL GAS: Natural gas is probably the most widely used of the
four principle gases, although the depletion of the natural gas fields is now so
rapid, that its utilisation is being rapidly curtailed.
Representative analvses of natural gas from various locations are given
in Chapter 13 on FUEL.
The defign of a boiler furnace for biirning natural gas involves several
important points. First, the furnace volume or combustion space must be
proportioned so that the gases will not come into contact with the cool
heat absorbing surface until combustion is completed. A furnace volume of
about 2 cu. ft. per rated horsepower will give sufficient combustion space
to meet the above conditions. The standard Heine boiler, with its arrange-
ment of horiionial baffling on the lower row of tubes, gives a furnace
volume particularly well adapted for the burning of natural gas. Dulch
oven furnace construction is not necessary with Heine boilers burning natural
gas. Second, in order to prevent laning action of the gases in their passage
through ihe boiler it is more desirable to use a large number of small
burners than a few large ones. One burner for 25 to 30 rated boiler
horsepower will give satisfactory results. Third, where furnace widths are
over 5'Cr it is desirable to install checkerwork to act as an igniter for the
gases. In some cases one checkerwall placed about three or four feet from
the burner outlets is used as an igniter and a second checkerwall, some
three or four feet behind (he first, acts to break up the flame and mix the
gases thoroughly after passing through the first.
Fig. 52 shows a typical natural gas burning setting for a Heine boiler.
Fig. SI. Typical Natural Qaa Burning Setting.
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12g !■■ U R X A C K S AND S li T T [ N G S
The "Kirkwood" natural gas burner, Fig. 53, consists of an outer and
inner casing, and a nozzle. Into the inner casing is driven a large number
of small brass spuds which are drilled half way through in two directions.
These two holes meeting make a passage for (he gas from the annular
space between the oilier and inner casing into the inner cylindrical space.
Here the gas is introduced in a great number of fine jets into the air which
is drawn through the burner. Air regulation is obtained by adjusting the
front slide.
Fig. 53. End View of Kirkwood Natural Gas Burner.
Due to tiie fact ihat the supply uf natural gas in certain localities is
erratic and uncertain, it is generally the custom to install the burners above
coal fired grates or even stokers. The grates or stokers are normally com-
pletely covered with firebrick, but in case of the gas supply failing, the
bricks can lie easily removed, the burner swung out of position and a coal
fire quickly started.
BLAST FURNACE GAS or the gas resulting from the chemical reaction
in the iron blast furnace, is extensively nsed for steam generation in the
iron industry.
A typical analysis of blast furnace gas is given in the table in Chapter
13 on FUEL.
It is to be noted that this gas is "lean" or low in calorific power, and
that the chief combustible constituent is carbon monoxide. These two facts
establish the necessity of special furnace design tor burning it. The furnace
volume required will vary with the quality of gas available and also with
the type of burner used. With an inside mixing burner, where the air
necessary for combustion is partially mixed with the combustible within the
burner shell, the furnace volume need not be as large as when the air neces-
sary for combustion is induced around tlie burner nozzle. For average condi-
tions the furnace volume should be between 2 and ZYi cubic feet per rated
boiler horsepower. With this type of fuel as well as with oil or natural gas,
the Heine boiler with its large combustion space is particularly well adapted
for efficient and high capacity operation.
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FURNACKS AND SETTINGS 129
Inasmuch as blast furnace gas contains such a high percentage of carbon
monoxide, it is necessary to mainiain an auxiliary fuel bed to act as an
igniter. Coal fired grates are most commonly used, but stokers or even oil
burners are entirely practicable for this purpose.
It is preferable to use washed blast furnace gas for firing boilers, but
not absolutely necessary. Where coal fired auxiliary grates are used, the
dust precipitated in the furnace from the unwashed gas may be removed
when the fires arc cleaned. However, this dust when allowed to accumulate
becomes fused and is difficult to remove.
FIs. 54. Kirtcwood Natural Oaa Burner* under Heine Birilera at
Chartier* Water Company's Plant, IMttsburgh, Pa.
Due to the fact that pulsations and mild explosions are liable to occur
when burning this type of fuel, it is necessary that the settings be particularly
well buckstayed. Quick opening, unlatched explosion doors should also be
provided in the setting.
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FURNACES AND SETTINGS
FtK. 55 illustrates a Birkholz-Terbeck burner, which is often applied lo
blast furnace gas-lired boilers. In this burner the primary air supply is
admitted through openings in the back of the air nozzle, being aspirated by
the force of the gas blowing through the burner. The primary air suppl;
is not sufficient for proper combustion and a secondary supply is drawn in
by the furnace draft through the secondary openings around the nose of the
Sneitdarjf Air •
Fig. 55> The Biikholi-Terbeck Burner for Blaat Furnace Oa*.
Fig. 56 shows a Kling-Weidlein Burner in which the gas leaves the
primary nozzle at high speed and in two streams, drawing primary air in
between the gas streams. The air mixes with the inside layers of the gas
streams on their way to the ignition chamber, but before the latter is
reached, ihe secondary air in two streams is brought in and mixes with
the outside layers of Uie gas.
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FURNACES AND SETTINGS
Pig. 56. The KUiiB-W«idlein Blaat Furnace 0«a Burner.
In the Bradshaw-Fraser Burner. Fig, 57, the aspirating action o£ the
blast furnace gas which has attained high velocity as a result of the con-
stricted passage is used to draw in air through an internal c
Fig. 57. The Brsdabaw-FrMer Qu Burner.
PRODUCER GAS has but a limited use under boilers, and for the
sake of economy it should be used only in an emergency, A representative
producer gas analysis is given in Chapter 13 on FUEL, and it will be noted
that in calorific power and in percentage of combustible it resembles blast
furnace gas.
COKE OVEN GAS is a product of the destructive distillation of coal
as carried out in the bjr-product coke oven. This gas has a relatively high
calorific value, as is indicated by the analysis given in Chapter 13 on FUEL.
In general, the proper methods of burning this fuel are the same as for
natural gas. However, as this gas may contain tar, which has not been
entirely removed in the scrubbing process, it is necessary to have the gas
lines and burner pipes arranged for easy cleaning.
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h
^
1
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FURNACES AND SETTINGS 133
Settings for Burning Refuse
WOOD chips, shavings, sawdust, and other refuse from sawmills or
industrial processes require a boiler furnace in which a large mass of fire-
brick is continuously radiating heat to the fuel and evaporating the moisture
In the Heine boiler, a semi -extension or Dutch oven, Fig. 58, meets
the requirements of wood refuse or tan bark. The thickness of the fuel-bed
carried on the grate depends upon the size and nature of the fuel, as well as
upon the quantity of air that the available draft can draw through the bed,
A long flame is produced by the burning fuel, but it is prevented from coming
in contact with the tubes of the boiler by the baffle tiles lying horizontally
on the bottom row. As wood refuse generally contains a large amount of
moisture, a considerable percentage of the total heat is consumed in evapo-
rating the water from the fuel
Pig. 58. Setting with Semi-Bxtention Purnnce for
Burning Wood Refute or Tan Bark.
Fig. 59 shows a method of firing when the wood-refuse is brought to
the boilers by pneumatic conveyors, the fuel being deposited in the cyclone
separator and fed to the boilers through 10 or 12 inch galvanized sheet iron
piping to burners discharging over the fuel bed. These burners are usually
attached to a length of pipe, the upper end of which is carried by a ball joint,
and the lower end latched to the burner. Y-branches or switches allow of
one cyclone separator feeding several boilers. The piping from the separator
should not slope more than 30° from the vertical.
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134 FURNACES AND SETTINGS
If dry chips and shavings are to be fed to ihe furnace, or if a mixture
of wood and coal is to be burned, the resulting high temperatures may bum
the firebrick. But if the amount of heat absorbed directly from the fire is
increased by the use of the standard setting. Fig. 60, the furnace temperature
will remain normal. The necessary cooling effect is obtained by the arrange-
ment of the baffles. Near the front header the underside of the tubes is
Fig. 59. Burning Wood Refuse Carried by Pneumatic Conveyor*.
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FURNACES AND SETTINGS 13S
exposed for a short distance, while the rest of the firsi row of tubes is
encased in baffle tile. The gases are directed upward against the tile roof.
then over the top of the wall and under the deflection arch. The air and
gases are thoroughly mixed and smoke formation prevented.
Pig. 60. Setting for Burning Coal and Wood Mixture.
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FURNACES AND SETTINGS 137
For burning bagasse a s|>ecial extension furnace is required for
combustion. These wet fuels should be burnt on hearths at the bottom
of high reverberatory chambers as shown in Figs. 61 and 62. The raw
material is fed in from the top, and is dumped directly onto the fire, so that
the fuel bed is generally in a thick pile. The necessary air is brought in
through the tuyeres under light pressure. Combustion is completed in return
Bues, which carry the gases to the boiler.
F'lg. 61. Preferred Setting for Burning Bagaaie.
Oppositely inclined grates converging downwards may be installed near
the bottom of the furnace. These can be automatic or hand-operated.
One furnace can be used for two bailers, by setting it between them.
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FURNACES AND SETTINGS 139
^
Flf. 63. Alternative SettinK* for Bumint
Waste Heat Settinga
CERTAIN manufacturing processes depending on the direct combustion
of fuel are inherently inefficient when considered from a thermal stand-
point. The term efficiency, as applied to these various procesaes. has the
same significance as it has when applied to the operation of a direct fired
steam boiler. In boiler practice the object is to utilize every available B. t. ti.
for the generation of steam ; but there are certain unavoidable heat losses of
which the greatest is the heat carried away by the stack gases.
In some industrial burning operations the thermal efficiency is not above
40 per cent That is to say, the number of B. t. u. actually utilized in the
melting, smelting or treatment of the material involved, is only 40 per cent
of the number of B. t. u. actually supplied to the furnace as fuel. In these
operations, as in steam boiler practice, the largest thermal loss is the heat
carried away by the waste or stack gases.
In order to increase the efficiency of the primary furnace, waste heat
boilers are installed, which generate steam for plant use. This steam is a
direct saving. With the ever increasing price of fuel, the installation of
waste heat boilers is decidedly advisable wherever conditions permit.
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FURNACES AND SETTINGS 141
The operation of the following types of furnaces with their relatively
low thermal efficiencies, is in general such that waste heat boilers can be
profitably installed.
Open Hearth Steel Furnaces.
Rotary Cement Kilns.
PuddlinK Furnaces.
Malleable Iron Melting Furnaces,
Forge Heating Furnaces.
Bee Hive Coke Ovens.
Coal Gas Benches.
Oil Stills.
Zinc, Copper, Nickel, etc., Refining Furnaces.
Soda Ash Furnaces.
Glass Melting Furnaces.
Waste heat boilers cannot be conveniently installed with every such
furnace, because raw materials, fuels and operating conditions differ so
widely that each proposed installation requires individual study to determine
the feasibility of a waste heat boiler installation, and the best method of its
application.
Inasmuch as the temperatures of waste gases available for waste heat
boilers van- from below KWO" F. for long cement kilns up to 2200 for melting
furnaces, it is obvious that there can be no set or standard proportion of
boiler heating surface. With gases around 1000° F. the heat transferred
to the boilers by radiation is almost negligible and the steam is generated
principally by convected heat. Where the gases are at temperatures above
2000° F. the radiation is appreciable, approaching that of a direct-fired boiler.
Hence a boiler for high temperature waste heat work varies but little in
design from a standard direct-fired unit.
The majority of waste beat boilers in service are utiliiing gases at
temperatures ranging from 1100° to 1600° F. In this class steam is generated
by convected heat and therefore the arrangement of heating surface and
baffling departs materially from the standard for direct-fired work.
The transfer of heat by convection follows certain laws, of which c(^-
nizance is taken in the design of Heine waste heat boilers for relatively low
temperature work. As early as 1874 Professor Osbom Reynolds developed a
law of convection, which has been later substantiated by such investigators
as Nicholson, Jordan, Stanton and Fessenden. This law states that the rate
of heat transfer bears a certain definite relation to the velocity with which
the gases sweep over the heat absorbing surface. Or stated in different
words — -the B. t. u. transferred per square foot of heating surface per
hour per degree difference in temperature between gas and water increase
with increasing gas velocities. Therefore, in a waste heat boiler of the
convected heat type, in order to obtain a satisfactory rate of heat transfer
and to keep the heating surface within reasonable limits, the gas velocities
employed are considerably higher than in direct-fired practice.
The first modern high gas velocity waste heat boiler was a standard
Heine boiler installed in 1910 by C. J. Bacon at the South Chicago Works of
the Illinois Steel Co. The gas velocity in this boiler was equal to 5300 lbs.
of gas per square foot of gas passage area per hour, and established the
high limit up to the present time.
High gas velocities, which generally run from 2500 to 4500 lbs. of gas
per hour per square foot of average gas passage area, are obtained in the
Heine waste heat boiler by various methods of baffling. In instances where
the gases are comparatively free from dust, horizontal baffling is employed.
This is easily installed and replaced, and readily rearranged, should it be
desired to increase or decrease the gas velocity in order to alter the rate of
heat transfer.
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FURNACES AND SETTINGS
where the gases arc burdened with dust, which would
accumulate on horizontal bafiFIes, there are employed other methods of
baffling which maintain a high gas velocity and allow the dust to fall clear
of the tube bank. Several different types of baffling are used in Heine
waste heat boilers, and these make such a variety of possible arrangements
that no typical illustration can be given. The dust falls into hoppers built
integral with the setting and equipped with air light cleanout doors.
Due to the high gas velocity employed, there is an unusually high draft
loss through the boiler, which is taken care of by induced draft tans. Fans
have a steadying effect on the draft at the primary furnace, and when so
desired the draft at the furnace may be increased with increased furnace
output It is desirable that the fans be driven by a variable speed motor
or steam turbine, so that any variation in the quantity of gas may be satis-
factorily handled.
In plants where the temperature of the waste gases approaches that of
direct-fired practice, or where the conditions do not warrant the expense of
an induced draft fan installation, it is customary to use a single pass waste
heat boiler and to employ natural draft. The boiler is then very similar
in design to a standard direct-fired unit.
It is generally preferable to install waste heat boilers in connection with
continuously operated furnaces. If the furnace is operated only part of
the time, it is customary to install auxiliary grates under the boiler and to
fire coal directly, when the boiler is not being supplied with waste heat from
the furnace.
The necessity of having tight settings is continuously brought to the at-
tention of direct-fired boiler operators ; but in waste heat utilization Ihis
requirement is even more important, for there is a greater vacuum in waste
heat settings, and hence a greater tendency for air leakage through crevices
in the brickwork, around loose doors, etc. The waterleg construction of the
Heine waste heat boiler is such that one continuous surface is presented at
both the front and rear of the setting. There arc no separate headers and
therefore no crevices to caulk with asbestos rope, which quickly becomes
brittle, often drops out, and thus increases the air leakage. The soot blower
elements project through the hollow stayholis of the front and rear waterlegs,
so that it is not necessary to place dusting doors in the side walls. The
fewer the openings in the setting brickwork the more durable it is and the
less the tendency for air leakage. All cleanout or access doors should be
provided with gaskets to insure tight closure. Steel casings for waste heat
boiler settings are not altogether satisfactory, because cracks are likely to
develop in the brickwork, and being inaccessible behind the casiig are hard
to detect and repair. Asphaltic compounds suitable for painting the exterior
of the brickwork are satisfactory for reducing air leakage.
One fact in the design of a complete waste heat boiler installation should
be constantly borne in mind. — the operation of the boiler must in no way
interfere with the operation of the primary furnace to which it is connected.
By-pass flues and dampers must be arranged so that in case something un-
foreseen happens the gases of combustion can either be- passed up the
stack or to another waste heat lioiler. Where there are two or more trailers
utilizing the waste gases from two or more furnaces, it is desirable, where
space or operating conditions permit, to arrange one common flue into which
the waste gases from all furnaces discharge, and from which branch flues
lead to as many boilers as are necessary to handle the gases satisfactorily.
With this arrangement the dampers can be placed so that any desired flexi-
bility of operation is obtained.
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FURNACES AND SETTINGS 143
Marine Settings
IN shipping practice boilers of eompacl design" and light weight are re-
quired so that the cargo capacity will be a maximnnl. Only water-tube
boilers fulfill these requirenients. ';.
For cargo carriers and other steamships, boilers, Fig. 63. are supported
by a steel siructure secured to the framing in the vessel. On this slruCTure
is a steel-plate casing, which encloses the entire settii^. Inside of the casing
is insulating material, faced with firebrick. This construction insures pro-
tection against high temperatures and minimizes the radiation and infiltration
Pig. 63. Heine Marine Cra*a Drum Boiler.
For dreagc boat service, the setting is built t:ii of lUebrick, JioUow tile,
asbestos and sheet iron. Alt parts of the furnace interior exposed to high
temperatures are lined with firebrick. Back of this is the tile, which is
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FURNACES AND SETTINGS 145
covered with asbestos on the outside. The sheet iron encases the entire
setting, as shown in Fig. 64. The boiler itself is carried on steel supports at
Ihe front and rear, while the breeching and suck are carried by structural
framing.
Separate Heine publications dealing with marine boiler practice are sent
Fig. 64. Heine Dredge Boat Boiler Scttine.
Boiler Setting Requirements
THE essentials of a boiler selling are a lirm foundation, proper distribu-
lion of brickwork and steel supports, adequate furnace and ashpit space,
and insulation against heat losses. The furnace proper and masonry parts
included in the furnace should be made of materials that will stand severe
service and high- temperature with the least maintenance. The refractory
material should be combinations of fire-clay, or else special firebrick.
The boiler must be supported on a solid base to prevent settling and
cracking of the walls. A weak base may impose severe strains upon the
boiler piping, resulting in sprung and leaky joints and ruptured connections.
The soil is the determming factor in proportioning the foundation. In
soft ground under a large boiler, it may be necessary to drive piles or to lay
a concrete base at least 2 ft. diick over the entire space occupied by the
setting. The walls are started on this base or a concrete foundation with
footings is laid to receive the brick and sieel structure. The depth of
foundations and width of footings then depend upon the size of boiler.
The side and end walls of a boiler setting should not be less than 12 in.
thick. In older designs, a 2-in, air space was generally provided. It was
thought that the double wall prevented heat losses and also cracking due to
e:tpansion. Tests by the U. S. Geological Survey indicate that an air space
is of little value in setting walls. The radiation losses appear to be greater
for a wall with an air space than for a solid wall, especially if the air space
is near the furnace side.
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FURNACES AND SETTINGS
While concrete has been used in several installations, the walls of the
setting, as a rulci are made of well-burned red brick. These should be laid
tme and in high grade irorrar, consisting of a thorough mixture of one part
Portland cement, three parls unslaked lime and sixteen parts of clean sharp
sand. Each brick should be solidly imbedded and the joint fully filled.
Ordinarily, the furnace, ashpit, bridge wall, arches and floor of the
combustion chamber are built of red brick. All parts of the brickwork in
contact with the hot gases or exposed to the flame, should be faced with
or else built entirely of firebrick capable of withstanding the high tem-
peratures.
The firebrick should be highly refractory and should be mechanically
strong and sound so that it will not spall, flake or crumble. Firebrick
linings, walls and arches must be given reasonable care. They should be
laid in fire-clay mortar having the same properties as the brick itself. Flux-
ing material, such as lime, should not be used in making the joints. Fig. 65
can be used in estimating the number of brick required for standard water-
tube boiler settings.
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Standard Heine Etoiler Settings.
ib. Google
H8 FURNACES AND SETTINGS
The furnace construction can be made stronger or more durabla by
using special blocks in place of the standard firebricks. These blocks are
larger and therefore reduce the number of joints required. By the use
of a plastic refractory, a one-piece, continuous, monoJithic structure can
be built up, thus eliminating all joints.
The walls should be strengthened by steel channel buck-stays placed
at each end of the setting and at several points along the sides. These
should be secured to the walls by longitudinal and transverse anchor rods
built into the brickwork. Other structural members are required for the
support of the boiler, their number and distribution depending upon the
type of setting and the style of furnace.
Refractory Materials
'T' HE refractories used for linings, arches and bridge walls of boiler
■*■ furnaces must withstand, without serious physical or chemical change,
high and changing temperatures, action of flame and gases, and mechanical
stresses due to the cleaning and adding of fuel to the lire. The refractories
for boiler furnaces consist of bricks, blocks or special forms, and paste.
Fire clay (a mixture of silica and alumina) forms the basis of most refrac-
tory materials. According to F. T. Havard, fire clay is used either alone
on account of its admirable qualities of burning to a firm clinker and resisting .
high temperatures and mechanical abrasion, or it is added to other refractory
matter, such as bauxite and magnesia, to lend plasticity.
Fire clays are divided into two classes ; flint clay and plastic clay, the
former being the harder and more nearly chemically pure. Flint clays are
white, gray or mottled black in color. Plastic fire clays vary in color from
white to black, including gray, brown and olive. The plastic is added to
the flint clay to increase the deform ability, generally at the cost of its
refractoriness. Commercial fire clay contains many impurities, and the color
is not a safe guide to its quality.
Materials such as silica, bauxite, chrome, magnetite and dolomite have
melting points higher than Rre clay, but have tiot proved satisfactory in
boiler practice. These materials do not withstand sudden heating, cooling.
pressure, and action of the gases and ash.
The conditions that obtain in a coal furnace, according to Wm. A. Heuel,
are not favorable to the long life and general use of silica brick. With an oil
or gas flame they give good service, as far as chemical action goes, but the
extreme temperature variations due to sudden starting or stopping cause
rapid physical destruction through spalling or the breaking off of lai^e
Bauxite brick, according to A. D. Williams, cost two to three times as
much as lire clay or silica brick. They are hard and tough, cinder does
not stick to them ; and they last longer than silica brick when exposed to
slag action. However, bauxite tends to spall and break off when suddenly
chilled.
At high pressures and temperatures chrome and magnesite brick cannot
withstand the strains of sudden heating and cooling, so that they have not
found favor except in some metallurgical operations.
Fire Brick
PLASTICITY, according to L. S. Marks, is considered the main factor in
selection of fire brick. It indicates the tendency of a brich to become
plastic at a temperature lower than its melting point and to become deformed
under a given load. Under a unit stress of 100 lb. per sq. in., the plastic point
should be more than 2400 deg-, otherwise the brick is not suitable for
boiler furnaces.
ib.Google
FURNACES AND SETTINGS
Fusing point is the temperature at which fire brick will fuse. A hiffh
value ordinarily indicates that the critical temperature, or that of plasticity,
is correspond ing'ly high.
ExfiattsioH represents the tendency of the brick to change in siie with
change in temperature. Lineal expansion of from O.Ol to 0.08 in. in a Q-Jn.
brick is the permissible limit for furnace construction.
Compression is measured by the strength or load necessary to cause
crushing at the center of a 45j-in. face, by a steel block 1-in. square.
Hardntss indicates the brittleness of brick and its tendency to crumble;
it is ordinarily estimated on an arbitrary scale of 10.
Ratio of nodules expresses the percentage occupied by flint grains in a
given volume- The scale is: high, 90 to 100 per cent; medium, SO to 90
per cent ; low, 10 to 50 per cent.
These nodules are the average size flint grains found in a carefully
crushed brick. Small nodules are the size of anthracite rice; large nodules
are the size of anthracite pea.
These characteristics are summarized in Table 6, for the three classes
of firsl-grade or No. I brick. Oass A brick are suitable for stoker settings
operated at high overload or for other extremes of operation. Class B brick
are used for furnaces of stoker-tired boilers operating at normal load, and
for hand-fired boilers under overloads. Gass C brick are recommended for
standard boiler settings, for occasional short overloads.
Table 6. Propertiea of Commercial Fire Brick
nitST GRADE (No. 1)
Safe Fusion Point, deg..
Com{H'essioD, lb. per sq,
Rdative Hardness
See of Nodules
Ratio (rf Nodules
1,200-3,300
),500-7,600
2,900-3,200
7,600-11,000
8,500-16.000 14,200-32.000
medium to
large
medium low
to medium
6-10
small to very
f to very
The fisurea in Table 6 indicate that the better the brick the softer
it is. It should not be any harder, therefore, than is required for the
necessary strength. The unequal expansion and localized stresses due to
sudden temperature changes often cause failure when the fire brick is
hard and brittle.
The melting temperatures of refractory brick, as determined by C. W.
Kanolt, are given in Table 7. The temperatures do not indicate the lit-
ness of the material for use in boilers, because the erosion, crushing strength,
ability to withstand sudden load changes and to resist fluxion, must all be
considered. In stoker-fired boilers temperatures of nearly 3200° F, have been
obtained, although the melting point of chemically pure fire clay is only
3326 degrees.
ib. Google
FURNACES AND SETTINGS
Table 7. Melting Pmntt of Fire Brick
Bri*
T«,p^ Dx-
brick the fracture will be fine and uniform, like bread. In a better q
brick the surface is open, clean, white and flinty.
Fire brick 9-in. long are considered standard. Manufacturers carry a
stock of the shapes and sizes shown in Fig. 66. Special sizes can sometimes
be purchased from stock, but usually have to be made to order.
Feather Edge.
Fig. 66. Some Standard Rre Brick Sbapea.
ib. Google
FURNACES AND SETTINGS ISl
Table 8 gives the weight of different refractories, as brick and as mortar.
Table 8. Appforimatc Weight! of Reff «ctoriea
Common Clay. .
Fire Clay
Silka
M^nesia
PlaBtic
If ortar er Canmt,
Influence of Aih. Refractory materials may deteriorate because of tiic
chemical action of the fused ash and of the gases. Certain constituents of
ash, according to E. G. Bailey, influence the fusibility of the fire brick.
In one installation, where the furnace lining gave trouble, the fusing tempera-
ture of the fire brick was 3100 deg., and that of the ash was 2600 deg.;
the chemical action of the combination caused fusion at 2400 degrees. Ash
from other coals would not have melted the lire brick used ; other brick
and the same ash might not have so materially affected the melting point.
Many arches and walls seem to have failed
1 making the joints melts and allows the brick
or blocks to fall. The mortar used should be of practically the same
composition as the brick itself. For lire clay brick, finely ground iire clay
mortar should be used; silica cement for silica brick; and magnesia cement
lor magnesia brick.
The fire clay mortar should be of the iirst quality, otherwise it will
melt and run long before the brick. Common sand, salt, or lime, hasten
fusion, and cement the brick thoroughly, but at high temperatures this
fusion destroys the brick prematurely. Tests by Raymond M. Howe
show that the addition of only 5 per cent of Portland cement, asbestos or
salt lowered the fusion point of fire clay almost 400 degrees. On the other
hand, Hre tand, which is calcined clay or fire brick in powder form, can be
added to the mortar and prevents shrinkage of the raw clay and crumbling
of the joints. This shrinkage can be prevented, and a firmer joint estab-
lished, not by adding foreign materials to the tire clay, but by using the
same material, taking the precaution, however, that a certain amount of
clay has previously been shrunk.
Several commercial cements withstand temperatures as high as 3100
deg., and are recommended for use with high grade fire brick.
The trend of opinion favors furnace wails of as few different materials
as possible; the^e must be selected carefully, even though solid fire brick
are to be used. The use of two grades of brick, rather than one, may be
preferable and economical, especially as the burden on side walls and
on an arch is different. Side walls for coal fuel, states Heisel, generally
require a refractory less porous and soft than would be used in an arch, to
withstand the abrasion caused by the fire tools, and the cutting caused by
breaking or removing the clinkers.
Furnace walls are safeguarded and the lining preserved by devices
which supply air to the walls and thus prevent clinker from adhering
to them. This reduces the temperatures without reducing the furnace
efficiency. Perforated refractory blocks, Fig. 6?, are used for the lining
in the lower parts of the side walls, bridge walls, and wherever the action
is most severe. Air is admitted, through holes in the wall blocks. The
holes are connected by ducts to the fan draft system. With underfeed
ilokers, these blocks may materially increase the life of the linings.
ib. Google
FURNACES AND SETTINGS
Longitudinal Section.
Pig. 67. Refractory Block* for Venttlating Furnace Walli
With standard brick the joints and parts to lay are so numerons that
blocks are made for door arches, furnace walls, and bridge walls. The
blocks are keyed or have a tongue and groove, and sometimes are machined
to insure a good lit. It is said that one 24-in. block takes the place of 40
standard brick, and reduces by more than two-lhirds the running inches in
the joints in the face of the wall.
In place of the blocks, so-called plastic fire brick is used for boiler
settings. This is a moist plastic mass, compounded of fire clays mechan-
ically treated so that expansion is practically eliminated. The piastic
refractory is placed by hand and pounded so that the front arch, side and
front walls, bridge wall, or combustion chamber lining is one continuous
structure. This material, it is said, does not break or spall under varying
furnace temperatures.
ib. Google
FURNACES AND SETTINGS 1S3
Arch Conslniction. All brick in the same row should be of even shape
and thickness, this applying, states Heisel, to arches particularly. The vari-
ation in size should not exceed %-'m. in a maximum length of 9 inches. The
dry brick selected should be tried over the arch form, and those of uneven
thickness should be cut and rubbed to avoid large mortar joints. Wedges
should be used to keep the brick bottom in even contact with the arch form.
The key course should be a true fit from top to bottom and should be driven
from 1 to IVS in., depending upon ihe hardness of the brick and the width
of the arch.
Suspended flat arches are sometimes used instead of the ordinary sprung
arch. Fig. 68 shows a double suspension arch, about 3 in. deeper than the
ordinary single arch. A so-called reserve arch is placed above, and supports
the lower arch. An air space is provided between the two arches. If a
bum-out occurs, the upper arch protects the supporting beams until the
boiler can be shut down and the damaged blocks repl&ced. The new parts
are slid into the grooves of the reserve arch.
Pig. 68. Liptak Typ« of Suspended Flat Arch.
Radiation and Leakage
COMMON brick is somewhat unsatisfactory for boiler settings. As it is
not a refractory material, it is always protected from high temperatures
by a lining of firebrick. It is a poor heat insulator ; it is porous and permits
considerable infiltration oE air, and it cracks easily, especially around openings
such as dusting doors, and allows further air inleakage.
ib. Google
-Google
FURNACES AND SETTINGS IS5
Insulating material will decrease heat loss to a considerable extent.
Siliceous insulating material may be cut into blocks of standard Brebrick
size which have sufficient strength to be laid as a core wall between the
fireback furnace lining and the outer red brick course. Such a wall is shown
in FifT. 69.
Plain Wall ln«ul«+«d W«ll
Fig. 69. He«t Flow Temperature arsdienta in Brick Wall.
The insulating brick should be at least 4}^ in. thick. It should be laid
with broken joints and in a mortar made of material having the same
characteristics. The temperature drops through a standard boiler wall and
an insulated wall are compared in Fig. 69, by A. L. Gosiman.
Metal wall ties are used in bonding or else firebrick, insulating brick
and red brick are tied into a solid wall by brick headers staggered in at
Fig. 70 shows the thermal conductivities o^ refractories and insulation,
9 being made on slabs one inch thick and one square foot
ib. Google
FURNACES AND SETTINGS
The insulation reduces the radiation loss, but on account of the joints
in the brick setting the air leakage is not eliminated. To offset the infiltra-
tion only, state* /. Harrington, a glazed or vitrified brick, laid in cement
mortar, gives a hard and durable wall, but the heat transmission is high.
A boiler setting encased in sheet steel is practically air tight, but the steel
has no insulation value.
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ib. Google
FURNACES AND SETTINGS
Radiation and infiltration losses are both eliminated by applying asbestos
or magnesia on the outside of the setting walls, and then encasing the whole
witb sheet steel. This construction is expensive and carries the objection that
cracks in the brickwork are difficult to detect or repair.
A less costly construction, which also reduces both losses, is described
by E. S. Might. The details are shown in Fig. 71. The saving effected by
this insulation is said to be sufficient to repay the first cost in less than six
months, providing the boilers are operated at full load 50 per cent of the
time. Wire loops are inserted into the red brick of the setting wall, so
that they overhang at every fifth or sixth course. After the wall has been laid
upi a Vi* in. finish (two or three coals) of coal tar is applied. This should
be boiled to a thin consistency and have asbestos wool stirred into it. After
the mixture has dried a plastic asbestos paste or cement is applied to a
thickness of about I^ inches. Over this a wire mesh is stretched and
fastened to the protruding loops by small wire clips. Then another J:i-in.
layer of asbestos cement is applied. When the plastic mass is dry, the
surface is covered with 10-oz. duck or canvas. This is pasted down tightly
and the edges are fastened by wires or metal strips to the steel work of
the setting. The duck is finished with two coats of asphalt paint or vami^.
SttttinqWira
loop jnTlaea
For the covering of boiler tops and drums, insulating brick have been
found most desirable. This can be strengthened by a course
brick and then a 2-in. topping of concrete.
ib. Google
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ib.Google
Chapter 5
MECHANICAL STOKERS
THE advantage of automatic stokers as compared with hand firing lies
mainly in the more efficient combustion of the fuel, the elimination of
smoke and dirt in the boiler room, and in the ability to drive boilers at
high rating. In large plants where automatic coal and ash handling equip-
ment can also be installed advantageously, the use of stokers reduces the
labor cost and the labor difficulties. The emission of smoke, except for
brief periods, is forbidden in many cities ; and when smoke is eliminated, the
general efficiency of the boiler plant is usually increased. With stokers the
fuel is fed and the air supplied uniformly; no lire doors need be opened
to chill the boiler and dilute the stack gases ; thus combustion is most
thorough even with poor fuel, at combustion rates that produce the highest
steaming values. The grade of fuel influences the choice and design of
a stoker, but when it is difficult to secure coal from the same source con-
tinually, the load conditions are even more important. A plant that must be
operated frequently at 300 or 400 per cent of rating must necessarily be
equipped with stokers that can be driven at corresponding rates, with forced
draft, regardless of the fuel available. When the load conditions are more
nearly uniform, the stokers can be of lower forcing ability, and those best
suited to the coal available can be chosen.
The following illustrntions are given as examples of the types classified.
Overfeed Stokers
TN overfeed stokers the coal is generally burnt on sloping grates. The general
*■ position of these is fixed, but reciprocating grate sections gradually work
the burning fuel down to the ash receiver. The coal is fed from hoppers
adjoining the upper part of the grates and passes first over a coking section,
where the volatile gases formed are burned by the aid of secondary air.
Overfeed stokers are used with a wide variety of fuels, and boilers are
operated up to 200 per cent of rating without overheating the grates.
Cleveland Stoker, Fig. 72. The coal from the hopper is pushed in by
feed plates and pokers, so arranged that by increasing the speed of the
rectangular feed plates the depth of the fuel bed can be increased. The
draft is adjustable for the particular coal used; the three dampers in the
wind box below the grates distributing the required air. The entire unit
is shipped assembled, and runs on tracks so that it can be removed to gain
access to the setting.
Detroit Automatic Furttace, Fig. 73. Coal is fed to the magazines by hand
or from chutes, and is driven to the coking plate by pusher boxes, from
which it slides down the grates to the clinker grinder, where a supply
of exhaust steam softens the clinker. Air for combustion is supplied at a
ib. Google
STOKERS
Fig. 72. CkveUuid Overfeed Stoker.
number of points — that entering through the upper dampers being heated
between the furnace arches and entering the furnace at the arch boxes,
in addition to that which passes through Uie grates.
Pig. 73. Detr<Ht Automatic Furnace.
ib. Google
Model Stoker is also of the self-cleaning, side-feed type. The srates
slope to the center and are in pairs, set on e<tee, with a small surface exposed
to the fire and a large surface to the cooling action of the entering
air. Every alternate grate is movable, the upper end being hinged to the
stationary grate, while the lower end is rocked by a moving bar; the burn-
ing fuel is moved down by this bar, and the fine ashes are dropped. Both
the feed and the speed of the crusher bar at the bottom can be varied to
suit operating conditions. The stoker has been used with mine refuse con-
taining 30 per cent of ash. Natural draft can be used, or an induced suc-
tion of 0.2 in. at the fire chamber; with 0.4 in. it is claimed that the boiler
can be driven at 300 per cent rating.
WesttHghouse-Roney Stoker. The grates are horizontal, arranged in
steps, and rock backward and forward, gradually passing the coal to
the lower part of the slope. The coal is fed to the coking plate at the
top by the hopper plate outside, and ignition is helped by the arch above.
The guard between the combustion grate and the dumping grate is lifted
when the ashes and clinker are dumped. This stoker operates on natural
draft, 0.25 to 0.6 in. at maximum load, and has a reserve capacity of 200
per cent of rating. It is used for both high fixed carbon and high volatile
coals, at maximum combustion rates of 35 to 50 lb. per sq. ft per hour.
Wetzel Stoker. Moving coking grates are placed immediately behind
the hopper. Main grates extend down to the dumping grates. The bars
of the main grates are alternately stationary and moving. The openings
in the coking grates are Urge, supplying air for the combustion of the volatile
in the space above; the holes further down are smaller, while those in the
lower part of the main grates and in the dumping grate are still smaller,
supplying just enough air to bum the remaining solid combustible. For
loads less than 200 per cent of rating natural draft is sufficient
Underfeed Stokers
IN THE underfeed type fresh coal is fed from below the fuel bed by
some form of pusher, is gradually forced to the upper zone, and toward
the ash dump. The fuel bed consists of three layers, a lower one of green
coal, next a layer of coal being coked, and an upper or incandescent lone,
in which the fixed carbon is consumed and the volatile gases from the coking
coal underneath are mixed with air and ignited. The action is similar to
that of a gas producer, except that in the stoker the combustible gases pro-
duced are consumed within the furnace. Underfeed stokers have been suc-
cessful in large plants for as high as 400 per cent of boiler rating.
slope slightly toward the outside dump-trays. The coal is pushed into
the bottom of the retort, raised to the grate bars by pushers, and worked
toward the outside by reciprocating rocker bars in the grate. Each unit is
Operated, and can be banked or forced, independently. Air is fed in through
a central wind box under the retort, and through the ventilated grate bars;
the fan speed is controlled by a damper regulator responsive to the steam
pressure, while the supply of coal is controlled by adjusting the number of
Strokes of the pusher. The stoker is recommended for semi-anthracite, semi-
and sub-bituminous coals. The wind box pressure should be from 1 to 5-5
in, say 1 in. per 10 lb. combustion rate, and the suction at the fuel bed is
OSK in. Boilers can be driven at 225 per cent continuously, and at 300 per
cent or more of rating, for several hours.
ib. Google
162 STOKERS
Jones Stoker, Fig. 74. A series of retorts arc inclined slightly to the
back of the hoppers. A steam cylinder operates a pusher rod, which feeds
a charge of coal and forces the preceding charge of green coal backward
and up. The coke on top and the volatile gases formed below are burned in
the upper incandescent zone. The balanced dump plate is dropped to remove
accumulated ashes. Air under pressure is supplied to tuyeres at (he dead
plale, and other points in the furnace. The rates of supply of air and coal
can be varied by hand, or are automatically controlled by the sleam pressure.
Fig. 74. Jonea Automatic Self-Cleaning Underfeed Stoker.
Moloch Stoker, Fig. 75. The horizontal retorts are fed by a steam ram.
Air is admitted through the tuyeres in the upper part of the retorts. In the
larger units clinker grinders are placed between the retorts and remove the
refuse automatically. The stoker is used for bituminous and semi-bitumin-
ous coals. Fair ratings can be developed with 0.30 to 0.45 in. natural draft;
with forced draft of 3.5 to 4 in., practically any desired rating can be main-
Fig. 75. Moloch Self-Cleaned Underfeed Stoker.
Roach Stoker, Fig. 76, has a ram-fed central retort, live and dead grate
bars sloping away from it on each side. Part of the air is supplied through
the bottom of the retort, while that to the grates is regulated by several
gates. Refuse is removed by dump plates at the side of the grates.
ib. Google
STOKERS
Fii. 76. Roach Underfeed Stoker.
Stevens Stoker. Screw conveyors force the coal through horizonlal
troughs. The space between the troughs is filled by rocking grates, set flush
with the tops of the troughs. Full boiler rating is developed with
025-in. natural draft over the fire, and 200 per cent is secured with a 1-in.
ashpit pressure.
Unh-ersal Stoker, Fig. 77. Coal is forced into the retort by a steam ram
bearing a breaker bar. Air is admitted under pressure through tuyeres ar-
ranged in steps at the sides of the retort. At the rear is placed a supple-
mental combustion chamber, where the fuel is reduced to ash and dumped
into the water-sealed ashpit.
Fig. 77. Univeraal Automatic Underfeed Stoker.
ib. Google
164 STOKERS
Wesiinghouse Underfeed Stoker, Fig. 78, is of the gravity underfeed
type; the coal is fed to the lower zone, but its movement toward the dump
plate is aided by the slope of the retorts. Between the retorts are semi'
circular corrugated tuyeres D, which supply air under pressure. The coal is
moved by the upper ram K, by the lower ram O in the bed of the retort, and
by the moving "overfeed section" G at the rear and bottom. The ash dumps
are in pairs, pivoted front and rear- Air enters through the tuyeres separat-
ing the retorts, through the overfeed section, and through box J at the
front. This stoker is recommended for plants where the load is subject
to wide and sudden variations. Natural draft can be used at light loads,
and 400 per cent of rating can be secured for peaks, at 6 to 7-iD. pressure
in the wind box.
Ftg. 78. Weatinghouse Underfeed Stoker.
Taylor Slokrr, Fig. 79. The retorts are sloping, with perforated tuyeres
in between ; each step is V-shaped, the opening being toward the front. The
coal is pushed into the retorts 1 by feeding rams 5, and is either crowded
upward or pushed into the fire by short-stroke rams 6, 6, the final combus-
tion taking place on the extension grates 7. The combustible gases arc
ignited in the incandescent ^one at the front and top of the coal bed. The
power dump plate 8 is rapidly oscillated to dislodge and dump the refuse
and clinkers. In an alternative design the refuse is ground between crush-
ers, at a speed which keeps the discharge ash-sealed. Bituminous, semi-
bttuminous, and semi-anthracite, and even lignite coals can be burned.
At normal ratings a forced draft of 1.5 to 2 in. is used, with 0.03-in. suction.
A wind box pressure of 3 to 4 in. with 0.03-in. suction, will permit continuous
operation at 20O to 300 per cent rating. During peaks, from 60 to 80 lb. of
coal per sq. ft. per hr. can be burned.
ib. Google
PtE- 79. Taylor Underfeed Stoker.
Riley Stoker, Fig. 80. The retort walls move and also agitate the
"overfeed grate bars," which supply air for combustion. Farther down the
slope, at the moving overfeed bars, the unconsumed coke is burned wilh the
aid of smaller quantities of air. The refuse finally passes to the rocker
dump plates, which are in continuous operation; here the refuse is crushed
and ejected at a rate depending on the size of the opening. The stoker can
bum lignite and all grades of bituminous coals. Forced draft is used, up
to S in., with a slight suction. At peak loads 200 to 300 per cent rating
&nd over is obtained.
Fig. 80. Riley Underfeed Stoker.
ib. Google
1500 H. P. Inatallation of Heine Standard Boilera «et over Weitinghouae
Underfeed Stokert in the Plant of Harrisona, Inc.,
Philadelphia, Pa.
ib. Google
STOKERS 167
Chain or Traveling Grate Stokers
IN THE chain grale stoker the coal is deposited on the grate in front, and
is ignited by the aid of arches. It is then coked, gradually burned to ash
without agitation or cleaning, and is automatically dumped at the rear. The
gear-trains driving the pulley-shafts are actuated by a ratchet and pawl, an
adjustable arm being reciprocated by an eccentric on a line shaft. Chain
grates handle normal loads efficiently, and with a minimum of smoke, al-
though the maximum rate of driving is only about 250 per cent. They work
particularly well with low-grade, free-burning bituminous coals, such al
those from Illinois and Iowa, containing 30 to 40 per cent volatile and 10
to 20 per cent ash. With coals of a lower ash-content, the stoker may over-
heat.
Coittinenlal Chain Crate Stoker consists of small units, with dove-tail
and semi-circular recesses for locking each grate, and of rollers traveling
on upper and lower tracks- The ignition arch over the front is made of
ventilated tile. The depth of fuel bed is regulated by a tile-lined gate.
A water-cooled chamber in front of the bridge wall prevents adhesion of
clinker. The stoker is built for all grades of free-burning coal and lignite
with ash content over 7 per cent, and for all sizes from slack to 2-in. nut A
suction of 02 in. over the lire is sufficient when burning Illinois and Indiana
coal at a 30-lb. rate, or O.S in. at a 50-lb. rate.
Fig. 81. Green Chain Orate Stoker — Type K.
ib. Google
168 STOKERS
Coxe Traveling Grate. The pressure in the air compartments below
the lire is varied according to the thicknesses of fuel bed. A combustion
arch covers the greater part of the grate. This stoker is designed for small
anthracite and coke breeze, but also operates with free-burniog, high-ash
coals. The former have been burnt at rates up to 50 lb. per sq. ft. per hour.
Forced draft of I to 2 in. is used.
Type K Green Chain Crate, Fig. 81, employs a large, flat, ventilated
ignition arch. In some installations a stationary waterback is placed in the
bridge wall. Natural draft is used; about 0.1 in. is required for each 10
lb. of coal burned per square foot per hour, the usual rate being 30 to 40
lb. The Type K stoker is designed for free-burning coals.
Type L Green Chain Grate is built for coking coals. The coal passes
from the hopper to a stationary inclined plate, where it is coked before
dropping onto the grate. Either natural or forced draft is used with this
type, or induced draft when economizers are installed. Installations are
operated up to 250 per cent of rating.
Fig. 83. Harringtoa Chain Orate Stoker.
Brady (Harrinston) Crate, Fig. 82, is designed for forced draft, at
combustion rates up to 75 lb., although natural draft can be used at normal
rating. The grate is built of small interlocking bars, giving a continuous
surface, no parts of which are exposed to excess heat in turning at the
rear. The air supply at different points is controlled by adjustable dampers
ib. Google
STOKERS 169
Illinou Chain Grate has a slight dip to the rear, and a long, flat com-
bustion arch. Middle Western coals with over 20 per cent ash are burnt.
At a 40-lb. rate the draft is 0,63 in. over the fire and 1 in. at the
Pig. 83. IlUnCHB Chain Qrate Stoker.
damiper. With coals containing from 10 to 20 per cent asli, 0.4 in. over the
fire is sufficient. Under forced draft, the draft over the fire can be less
than 0.15 in., with 1 to 4-in. wind-box pressure.
ib. Google
170 STOKERS
LacUde-Chruty Chain Grate, Fig. 84, has a slightly inclined grate,
in an air-tight setting, with long overhead arch. Air enters through small
openings in the links, a swinging damper being used to reduce the suppljr
at the rear. This stoker is designed for high 'Volatile, high-ash coals, espe-
cially those from the West, and operates under natural draft. A chimney
height of 200 ft is sufficient for operation at more than 200 per cent rating.
Fig 84. Lacledc-Cbricty Chain Qrate Stoker.
Playford Chain Grate. The flat ignition arch is air-cooled, a water-
cooled fuel-gate preventing back-firing of coal in the hopper. The bridge
wall is protected from clinker, and air inleakage prevented, by a fixed water-
back. In some installations a movable back is cooled by either water or air;
the material at the back of the grate can then be held back or dumped at will.
The stoker is adapted for bituminous coals with 25 to 40 per cent volatUe
matter. Natural draft, 0.15 to 0.4 in., is used.
ib. Google
STOKERS 171
National Stoker, Fig. 85. Rows of pushers in recesses in the middle and
lower parts of the inclined grate are hand operated by levers in the boiler
front. The fuel is fed, coked and burned as in mechanically operated
stokers. This stoker is applied to small or medium-sized furnaces-
Fig. S5. NatiODal Hand Operated Overfeed Stoker.
ib. Google
ib.Google
CHAPTER 6
CHIMNEYS AND FLUES
THE prcaiure of the draft is the difference in the weight of die column of
hot fcasea within the chimney and of the corresponding column of air
outside. It is measured by the difference in level of water in the legs
of a "U" tube, of which one leg is connected to the base of the stack and the
other is open to the atmosphere. The hotter the gases, the higher the
chimney, or the cooler the atmosphere, the greater is the draft
The performance of chimneys is disturbed by many circumstances,
particnlarly by the weather. Variations in the barometer affect the draft
nearly 10 per cent. The draft may be nearly SO per cent greater when the
air temperature is lero than when it is 100 degrees. As the quantity of gas
flowing up the chimney is increased, the pressure necessary to overcome the
friction of the gas flow is increased, leaving a lower draft reading on the
"U" gage.
While there is a minimum height for any draft requirement, the height
is generally influenced by local considerations. For satisfactory results,
chimneys should be higher than surrounding buildings, hilts, trees or other
nearby obstructions, so that wind eddies will not interfere with the draft.
The minimum chimney height necessary in any case depends upon the
fuel tiled. Wood requires the least height, good bituminous coal requires
a medium height, while fine sizes of anthracite need the greatest chimney
height The rate of combustion, boiler gas passages, flue design, and the
number of boilers, also influence the stack height
Small plants burning bituminous coal or large anthracite may have stacks
from 70 to 100 ft. high. If burning anthracite pea or buckwheat, they
should be 125 to 150 ft high. Plants of 800 H.P. or more should have stacks
not less than 150 ft., whatever kind of coal is burned. To burn No. 3 buck-
wheat at any practical rate, the chimney will have to be more than twice as
high as would be required to burn pea coal. This height is generally
prohibitive, and small anthracites are almost invariably burned with artificial -
draft.
Chimneys over 200 ft. high are usually unnecessary. Unless conditions
call for a taller stack, two or more shorter stacks should be erected, as the
two will usually cost less than the taller stack. There is a diameter corres-
ponding to the most economical construction for any stack height Accord-
ing to W. Deinlein, the smallest product of diameter and height represents
the chimney of minimum cost For any given conditions, this relation can
be established graphically as shown in Fig. 86: Assuming a masonry chim-
ney, we find from the "H ^ height" curve that this particular chimney could
be 175 ft high by 20 in. diameter, or 125 ft. by 23 in., or JOO ft. by 31 in., and
so forth. These products are then plotted to form the curve "dH ^ Relative
Cost" and we see that the lowest point of this curve occurs at 25 in., for
which diameter the appropriate height is 115 feet This is the lowest priced
chimney that can be built to meet the conditions.
ib. Google
CHIMNEYS
-Mi
^
k
1
i
^\
1
.'^^i
I,
\
,^
r-
^
!
r
\
4S=
r
s
=^
^
V
^
!^^
H^
w-
~
0
,
The gas temperature in the stack falls as the distance above the entering
flue increases. This is shown in Fig. 87, based upon tests by Kilbom and
Alexander, on a tall masonry chirruiey.
An analysis of numerous tests, by E. J. Miller, shows that the observed
draft intensity usually does not vary more than 3 per cent from that calcu-
lated when the temperature drop in the chimney is allowed for. Still, in
general chimney calculations, uniform temperature is assumed, and the
temperature of the entering f;ases is the temperature used. Hence, the
great difference between the draft calculated and that actually observed.
This difference is stated by different authorities as 10, IS, and 20 per cent.
and they recommend that appropriate allowance be made.
In the following treatment, the fall in temperature of the gases as they
ascend the stack has been taken into consideration. The average temperature
of the gases in stacks of different diameters and heights has been deduced
from observation, and curves convenient for general use have been drawn.
The logical method of treating the subject is to compute the character-
istics of chimneys, as is done with fans. The minimum draft necessary at
the base of the chimney should first be found, and then chimney sizes to
produce that draft at the required capacity can easily be chosen. In the
following discussion, reasonable values of air and gas temperatures, and
operating efficiency, will be assumed and the effect of departures therefrom
.indicated. These assumed conditions must be lived up to in operation, or
the calculated results will not be attained.
ib. Google
CHIMNEYS
Chimney Sizes by Horsepower
> include the
n Table 9.
The draft to be observed at the base of the stack as given in the table,
computed on the following assumptions:
The horsepower given is the rated horsepower of the boilers.
The boilers are run at 130 per cent of their rating.
Five pounds of coal are burned per boiler horsepower hour.
Each pound of coal produces 20 lb. of flue gases.
Atmospheric temperature, 60 deg. Barometer, 30 inches.
Humidity ignored as negligible.
Temperature of gases entering stack, 500 deg.
Allowance has been made for the drop of temperature of the gases
as they ascend the stack.
n example, take five boilers, each rated at 160 H.P., making 800 H.P.
t by the following propor-
all.
From the table, it is seen that this load ii
72 inches dia. 100 feet high 0.50 inch draft
66 inches dia. ISO feet high 0.65 inch draft
60 inches dia. 200 feet high 0.74 inch draft
ib. Google
CHIMNEYS
To decide which of these is apprc^riate, local conditions must be first
considered. Then the necessary draft at the stack base must be determined
from the draft resistances of the fuel bed, boiler setting and so forth, as
expbined later; and the sum of these will determine the draft necessary at
the stack base and consequently the minimum height of chimney. Then the
most economical proportion of height to diameter should be found by apply-
ing the principle illustrated in Fig. 86, so that the chimney of least cost,
wbkh will meet the various conditions, may be adopted.
Table 9
Si
BBm-
HKIOHT or CHIHNSY, Ft.
Sid* at
vi+4
t
«.8
K.
80 1 TO 1 SO 1 » IDol 110 I2E 1 lEO 178 1 200 j 225 1 SEO
vr
JSHia^S?r52'5'SBSS5-W„
„
„
■i
im
i
1
1
21
24
87
»i
78
58
so
111
1
M
39
so
'
iS
'i
i
0.41
0.41
.1!
Om\ 0.6B
diSffl::::: ;:::::::::::::: »
IE
so
18
Bl
OSS
ail
0.89
0.48
SSI
0.41
0.48
44S
0.4S
D.Bl 0.G5 0.G9 0.S1
ri
0« 0.68 0.60 0.B4 O.SB
O.SSI 0.6T 0.K O.fl' O.TI 0.T4
2S
«
20
88
06
BM
0.41
«M
(I.BO
8SS
O.EO
O.ES 0.E7 0.84 0.70 0.74 0.77 0.7
7n TTf S4t S18 Ml l,MO l.S>7
0,6» 0.68 0.S6 0.72 0.78 0.80 0.82
o.Bd o.6s| b.E' b.7s| 0.78 o.aa b.e
48
40
'ffl'ffl'b'iS'q'ffi'b'S'ffl
SO
se
27
40
GE
KB
2S
88
78
9B
M
OS
7S
SS
2£
lis
ISE
7S
121
78
S2
128
1(0
ib.Google
CHIUNEYS
Tbe asstunptions on which the table is based meet all OTdinaTj condi-
tions. The effect of otiier conditiaas will now be discussed and compared.
As slated above, the draft at the chimney base, as given in the table,
was cmnpated at 130 per cent of boiler rating. In the example jusi taken
the drafts read from die table are those to be expected when Uie bailers are
running at IX per cent of rating or developing 800x130 per cent=1040 B.H.P.
In the following discussion, the draft read from the table is considered as one
hundred per cent.
Tbe first change considered will be that caused by adding or taking off
boilers, the load on individual boilers remaining ihe same. Under these
circnmstances, the temperature of the gases entering the chimney remains the
same, and the draft falls off as the addition of more boilers increases the
load on the chinmey. The rate at which tbe draft falls off depends upon
tbe ratio of diameter to height (H/D) and curves have been drawn for
different ratios in Fig. 88. These show very clearly that tbe draft diminishet
mtich wore rapidly in slender than in squat chimneys.
^
b:
■—
^
;§
^
"s
!:''■
^
fe.
0
S'
Si
■vT
«
■%
^^
5^
I '
\i
^f
M
«
\N
V
^
-
Taking the first chimney of the above example H''D^100/6=16.?. Using
the nearest curve given in Fig, 88. where H/D=16, and talcing off one boiler
so that the chimney load is reduced to 80 per cent of chimney rating, the
draft is now shown (as at C) to be 107 per cent The draft at 100 per cent
of chimney rating was 0.50 inch, therefore the draft with only four boilers
in operation will be 107 per cent of 0.50, or 0:54 inch.
Continuing with the first chimney of the example, and adding one boiler,
tbe load will now be 120 per cent of chimney rating. The draft (as at D) is
now 92 per cent, so that the draft at the base of the stack with six boilers
in operation will be 92 per cent of 0.5O or 0.46 inch.
The change in the draft cansed by varying the load on a fixed number of
boilers will now be considered. The temperature of the gases leaving the
boilers increases as their rale of driving is increased, as shown by Fig. 90. As
the temperature rises, the gases become lighter. This increases the static
draft and lowers the increase of friction loss, as explained later. The rate
ib. Google
178 CHIMNEYS
at which the draft falls off is less than in the previous case, and may even
rise. The curve is now dependent upon the ratio of square root of diameter
to height (H/yD) and curves have been drawn for several different ratios in
Fig. ^. It will be seen that this chart is marked for both chimney rating
and boiler rating, and that 130 per cent of boiler rating is equal to 100 per
cent of chimney rating.
Again taking the first chimney of the example, H/V^^^'> U^iog the
nearest curve in Fig. 89, where H/\/D=;40, and decreasing the chimney load
to 80 per cent, which reduces the boiler load to 104 per cent ot rating, the
draft (as at C) is now 96.5 per cent of that at chimney rating. The draft
at the base of the stack is now 96.5 per cent of 0.50 or 0.48 inches. At 120
per cent of chimney rating equal to boilers running at 156 per cent, the draft
(as at D) is 108 per cent or 0.54 inches.
^/
/
/
£
ffp
,'
"t
t !
■^
SI
pn
•7
u
^
fcz=
i=
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zz
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to
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A,
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^,1*
i.
fh
vR..
U L
10
jO 1
•0 IN
On each of the charts the dotted line A-B represents the proportionate
amount of draft TeqM\rtd. This curve is drawn on the assumption that the
draft required varies as the square of the horsepower developed in a given
boiler, which is not true, but is as close as is necessary, in Fig. 88, it is a
horizontal line. The draft required is constant, since the load is varied
by adding or shutting down boilers. The amount of draft must he increased
somewhat as more boilers are added, owing to greater length of tines and
more turns and enlargements. This increase is not large and is different in
every case, so that it has been ignored in the chart. In Fig. 89, the curve
rises quickly. In both figures the unnecessary draft at C is extinguished by
partly closing the damper, while the defect of draft at D must be made up
by artificial or mechanical draft.
The curves drawn in Figs. 88 and 89 are based on the temperatures of
the gases leaving the boiler in excess of the temperature due to the steam
pressure. The curve in Fig. 90, due to Gio, H, Gibson, is based upon the
ib. Google
CHIMNEYS
of 500
89 the
developed, taken
boilers runnini; s
deg. is assumed «^ ...». ^
temperatures appropriate
,s 3 percentage of the commercial rating, and assum-
of 350 deg., or 120 lb. pressure. As Fig. 88 is based
130 per cent of their rating, the constant temperature
c that of the gases entering the stack, while in Fig.
"''"*- *" the power as given in Fig, 90 have been
,
1
y\ 1
^
X
-
«j!^
l"°
'1
plJ
£,
.<
^
L,
'
"
.J
Percent of Rated Hariepowtr Divtiopcd.
So far, we have used the same basis as Kent in assuming 5 pounds of
coal per B.H.P. and 20 pounds of flue gases per pound of coal. These fig-
ures are sufficiently liberal for reasonably careful operation. But where an
excess of air is allowed to leak in through defective settings, firedoors, holes
in the fire, and so forth, the quantity of gases to be dealt with may be greatly
increased. This increases the load on the chimney. The amount of excess air
tt
aR
^\
\ N
^^^
^fS
Si^
s, \
\ "^^
N^ ^^
■^-...,
•^
I--*—'" '—*—'-' 1 ' 1 [ ^ [ [ ' [ I }■ ^ i'-'it
ib.Google
15
1|
II
Ss
Co;
ib.Google
*■ CHIMNEYS 181
■9 found from analysis of the flue gases as explained in Chapter 15 on
BOILER TESTING, and is shown by the percentage of CO,. Fig. 91 is a
representative example of the weight of gases per pound of fuel with different
percentages of COi. With the coal of analysis used in drawing the curve, 20
pounds of gas per pound of fuel is due to 11 per cent of Cd. If the CO, is
reduced to 7 per cent, then the weight of gas is increased to 30 pounds, or
50 per cent more. Under these conditions a given chimney could only care
for two-thirds the load expressed in boiler horsepower. In many instances
overloaded chimneys have been relieved by the addition of forced draft
and otherwise improved operation so that the weight of gas per boiler horse-
power has been sufficiently reduced to enable more power to be developed
without alteration to the chimney.
Draft and Capacity of Chimneys
"T^E curves, Fig. 92, are deduced from observations by Peabody and MHUr
■^ and by /. C. Smalhoood, All are for temperatures above that of the
fttmosphere. Thus, taking gases entering at 500 deg., and atmos-
pheric temperature of 60 deg., the difference is 440 deg. In a masonry stack
1
f
7 ft. diameter. 200 ft. high, the average temperature will be 80 per cent of
the entering temperature, 440 X OH), or 350 + 60 = 410 deg. as actual
average temperature. At heavy loads the average temperature will probably
be a larger proportion of the entering temperature, and at light loads a
smaller proportion than those shown by the curves. Any such differences
from the curves given are likely to be negligibly small.
Fig. 93 gives the weight per cubic foot of the chimney gases under aver-
age conditions, at different temperatures, and Fig. 94, that of air.
The static draft appropriate to anjf chimney can be calculated by means
of these three charts. Continuing with the last example and taking the
temperature of the air at 60 deg. (the common assumption in designing chim-
neyai, the weight of air per cubic foot is seen to be 0.0?64 pounds. A column
of air of one square foot cross-section, 20O ft. high, will weigh 200 X 0.0764
^ 1523 pounds. The column of gas (at 410 deg.) of the same height will
weigh 200 X 0.48+ = 9.68 pounds. The difference, 1528 — 9.68, or 5.6 lb..
is the pressure per square foot of the resulting draft. Then the static draft
■s 5jS X 0.192 = 1.08 in. of water.
ib. Google
CHIMNEYS
Ttmptrature, Deg, F»hr.
Fig. 93. Weight of Flue Oaset.
1
1
1
1
1 '
1
1
1 1
1 — 1
1 — t
s
i
0M5
1 1
1 1
1 J
A
tl
f.
— r
51
1 — J
Ttmptroture, OagrcM
Pig. 04. Wright of Air.
ti practice, the entering temperature of SOO deg. would be taken,
giving a static draft of \26 in., which is wrong. This static draft of 1.08 in.
cannot be read on a U-gage, because part of it is lost in overcoming the
friction of the gases in the chimney.
The draft loss by chimney and flue friction can be read from Fig. 95.
The curves are drawn for a temperature of 440 degrees. The draft loss for
any other temperature can be obtained by multiplying that read from the
curves by the multipliers given by the upper curve.. For instance, take the
dotted lines as an example ; if the temperature is S?5 degrees, enter the upper
scale with this temperature and proceed vertically downwards to intersection
with the curve, then horizontally to the right hand scale and read the multi-
plier as 0.87. If the upper scale be entered with 440 degrees, the multipliei
ib. Google
CHIMNEYS
i
Ttfflper»li
3§ %
rt
H
5
1
it
\
\
L6tt
^
\
l.!^g
3
\
\
.4.^™^^
^Hs
^m
\
-^
"tri"*"
'■^1
■s
\
\
\
LlOf
S,„
\
\
\
l"
>
^^
-^
:
J»
\
\
■^
^
«E;
*
-
^
(ito|
2. I
j4
-^
i.
^
^^
■^
h
—
^
ttTO
^Si^
-^-S
^
"~
—
ato
■^J
>^?^^
7~-
=
— 1
__
=
—
—
^.^Si-p-;::
^
— L_j
— ' —
[
=
=
=1
=£
=j
=;
— ' — — \ — \ —
The draft loss can be calculated from this formula, due to A. L. Mentin,
on which Fig. 95 is based:
h — tAH (10)
DT
A = Draft loss, inches of water.
Z,=Hetght of chimney, or length of flue, feet.
D^ Diameter of fiue or chimney, feet.
!■':= Velocity of gases, feet per second.
r=AbsoIute temperature, degrees.
/^O.OOS for circular masonry stacks or flues.
^0.007S for unlined circular steel stacks or flues.
Fig. 95 was drawn with / = 0.008.
For square stacks or flues having the same area as round ones of
diameter D. multiply h as found above by 1.06. For other shapes, the follow-
ing multipliers can be used :
Ratio of Sides Multiplier
ol
lto2
1,06
1.09
Taking the last chimney example, 7 ft diameter by 200 ft. high with an
average temperature of the gases of 410 deg. and a velocity of 30 ft. per
second, we enter Fig, 95 and find the draft loss for 38.5 sq. ft. to be 0.114
inch. As the curves are drawn for 440 deg. we enter the correction
ib. Google
CHIMNEYS
Sortion with 410 de^. and find a multiplier of 1.035; applyins this to the
.114 we get 0.118. This is the draft loss per 100 ft., so doubling it we get
0.24. This result can be checked by the Mensin formula (10).
Under the assumed conditions the static draft for this chimney is 1.08
inches. Deducting the friction draft loss of 054 in., we find that the avail-
able draft at the base of the stack is 0.84 inch. This is the "draft" which is
read on the U-gage.
To convert this to horsepower, 30 ft. per second multiplied by the chim-
ney area of 38.S sq. ft., gives IISS cu. ft. per second. From Fig. 93 we
find the weight per cu. ft. of the gases to be 0.484, so that we have 56 lb, of
gas per second or 201,600 lb. per hour. As we have been assuming 100 lb,
of gas per hour per horsepower, the rate becomes 2016 horsepower.
With Western coals, the sizes given in Kent's table should be increased
25 to 60 per cent. It is wiser, however, to determine the amount of coal
to be burned per horsepower, either by Fig, 96 or independently of it, bearing
in mind that the efficiency generally attained with poor coal is low, while
a higher draft loss through the fuel-bed will be read from Fig. 97.
Chimney proportions of existing stoker-fired plants in different parts of
the country are given in Table 10. A comparison with the Kent table is
included.
Table 10
COAL-BURNING
STOKEa-FIRBD
^"^^
CU»Hy
H/D
AnK
"s-
^s:^
H*<iht
D.™.
1,630
2,600
2,800
3
4
4
125
160
230
8
9
10
15.6
16.7
23.0
30
39
36
1,708
2,400
3,690
90
104
76
Taylor
Roney
Chain Grate
3,600
3,600
4,000
6
6
8
225
226
210
13
U
12
17.3
20.5
17.6
27
37
36
6,290
4,450
5,140
57
81
78
Murphy
Roney
Murphy
4.800
4300
5,800
8
8
10
180
210
250
14
13
17
12.9
16.2
14.7
31 1 6,530
36 6,080
26 1 11,480
73
79
51
Taylor
Chain Grate
9,600
9,760
10,400
16
8
20
275
260
300
18
19
18
17.2
13.2
16.7
48
34
41
11,640
14,400
14,100
83
68
74
Taylor
Chain Grate
Roney
12,000
16,600
12
24
250
250
20
21
12,5
11.9
38
45
18,000
17,600
75
89
Taylor
Taylo.
Five Siscs. Formula (,10) is appropriate for flues as well as for chimneys.
As an example, find the draft loss in a straight brick flue 8 ft. high, 4 ft.
wide, 200 ft. long, with gases at 550 deg,, traveling at 30 ft. per second?
Entering the lower scale of Fig. 9S with 32 square feet and proceeding
vertically upwards to the curve of velocity of 30 feet per second, and then
horizontally to the left-hand scale, the draft loss of 0.125 is read. Entering
the upper scale with a temperature of 5S0 degrees, and proceeding as directed
on the previous page, a multiplier of 0,89 is obtained, and apply-
ing this to 0.125. a draft loss of 0.111 is found. This is for 100 feet,
so that for 200 feet the loss is 0222. But this loss is for a circular tlue.
The ratio of sides is 4 : 8 or 1 : 2 for which the multiplier is 1.09, and applying
this to 0.222, the draft loss for the conditions laid down is found to be
0.24 inch.
ib. Google
CHIMNEYS
Draft Required for Coal
"T^E draft required at the base of the chimney is the sum of the draft losses
'■ caused by the resistance of the fuel-bed, boiler setting, economizer (if
there is one), flues and dampers, and the draft absorbed in setting the
gases in motion.
Fig. 96 will give the number of pounds of coal which will be burned per
boiler-horsepower-hour. This should be confirmed by the expected evapora-
tion per pound of fuel, by talcing the appropriate point on the evaporation
curve and then moving vertically to the coal curve, where, for example, an
evaporation of 10 lb. of water is seen to necessitate burning 3.45 lb. of
coal per boiler-horsepower per hour.
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Knowing the weight of coal to be burned per hour and dividii^ it by
the total grate area, the number of pounds to be burned per square foot per
hour is obtained. Fig. 97 shows the draft required through the fuel-bed. The
curves have been plotted from a large number of boiler tests and represent
good general practice. Reference should also be made to Chapter 2 on
BOILERS.
The draft loss through a regular Heine Boiler setting is given by Fig. 98,
for both one and two passes. With poor management, allowing excess
air, the draft required will be greater. Fig. 98 is based on the use of 12
cu. ft. of air per horsepower per minute. It can also be used to show
the increase of draft necessitated by an increase of air due to poor firing
or leaks. Suppose that 15 cu. ft. of air per horsepower per minute is used
instead of 12. Then the air used is 15/12 or 125 per cent of that forming
the basis of the chart. The actual proportion of rated horsepower developed
is multiplied by 125 per cent to find the draft necessary. If the boilers arc
running at 120 per cent of rating, 120 X 125 = 150 per cent, and the draft
required is read for a single pass boiler as 0.28 inch.
For cross or vertically baffled boilers, a sufficiently close approximation
is obtained by adding 10 to 20 per cent to the draft loss read from Fig. 98.
ib. Google
CHIMNEYS
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The draft loss through economizers 5 to 8 ft. wide can vary between
.02 and 0.5 in, for each 10 ft. of length. They are generally built long
nd narrow with tubes 9 to 12 ft. high, because their efficiency is greater
s the speed of the gases is increased, as is shown in discussing heat transfer
1 Chapter 11. The draft loss can be computed from
ib. Google
CHIMNEYS 187
A=i^^»''Wr (11)
A = Draft loss, inches of water
If ^Weight of gases, pounds per hour, divided by the number
of lineal feet of pipe in each economizer section,
ATs^number of economizer sections.
7"^ mean absolute temperature of gases, degrees.
The draft loss through breechings and flues can be taken as 0.1 in. of
water per lOO ft. length and 0.05 in. for each right angle turn, if the area
is about 20 per cent greater than that of the stack.
The loss due to altering the speed of the gases at each abrupt enlargement
and change of shape is :
1 = 0.125 <il=5i>l <■»
A = Draft loss, inches of water.
y, and Fi^Different velocities, feet per second.
7=^ Absolute temperature of gases, degrees
In long flues having several sudden enlargements, changes in form of cross-
section and sharp turns, the loss may be considerable.
The draft lost in accelerating the gases is:
fc = 0.I2s£l
T
For a gas temperature of 500 deg., this becomes
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The following are values of draft lost in producing velocity for practical
Velocity, feet per second 20 30 40 50 60
Draft loss, inches of water— 0.05 0.12 0.21 0.33 0.47
The foregoing draft losses should be tabulated for any given case,
showing the assumptions on which they are based, as in the following
example:
Fuet'Bed Resistance
Boilers, 200 H.P, Grate area, 40 sq. ft. Good bituminous run of mine
coal. Say 3.75 lb. of coal per hour per horsepower, as in Fig, 96,
Boilers to operate at rated capacity 200 X 3.75 = 750 lb. of coal per
hour per boiler. Divide by 40 sq. ft. of grate = 19 lb. per sq. ft
per hour. Read from Fig. 97 0.21
BoSer Resistance
If single-pass Heine boilers, read from Fig, 98 as 0.12. It desired,
allow 20 per cent for more air, reading draft at 120 instead of
100 per cent - .0.18
Breeckings and Flues
Flue 80 ft. long at 0.10 per 100 ft. gives 0.08 and two bends at 0.05
each, 0.10. Tapers where required, no abrupt enlat^ements .0.18
Vehcily of Gases
Say 25 ft. per second so that -^ gives ..._ 0.06
Minimum draft at chimney base necessary to operate the plant 0.6S
D,g,tze:Jbi Google
ib.Google
I
CHIMNEYS 189
Chimney Sizes as Determined by Oas
N _ departing from ordinary condilions, for which Kent's table was de-
signed, it IS well to make calculations on the basis of the quantity of gas
< be dealt with, rather than on weight of fuel or horsepower. The
quantity of gas can be based on the heat value of the coal, as recom-
mended by y. J. Atbe. It has been shown that the weight of air required
per 10,000 6. t. u. generated, varies with the available hydrogen in the fuel
from 7.65 lb. for anthracite to 7.04 for oil. In solid fuel the maximum varia-
tion from 7.6 is less than ± 1 per cent Therefore, while the weight of air
per pound of coal will vary greatly with its heat value the weight of air
per horsepower for 100 per cent boiler and furnace efficiency will remain
constant at 25.4 !b., and the weight of flue gases at about 31 pounds. Dividing
this by the efficiency, we have the weight of gas per hour per horsepower
developed. Following are the weights of gases for different fuels :
Efficiency, Weight of Gases,
per cent lb. per hr. per H.P.
Anthracite 65 48
Semi-Bituminous .. 60
.50
56
Oil 70 42
The volume of the gases at any temperature is obtained by dividing the
total weight by the weight per cubic foot as read from Fig. 93. Dividing this
volume by 3600 times the chimney or flue area, will give the veloci^ in
feet per second.
The following have been recommended as economical velocities, consid-
ering the total quantity of gases:
Velocity,
Gases, lb. per hr. feet per second
1,™ 10
WOO _- . 15
25.000. -20
These velodliei should be considered only as at^nvximate. The draft
losses should be determined for several velocities with different sizes of
chimney so that the most economical can l>e chosen.
Chimneys for Oil, Gas and Wood
GENERALLY the sizes of chimneys calculated on a gas basis are much
smaller than those found from Kent's table. Ample allowance should
be made for driving boilers above their rated power, poor coal, poor firing,
leakage of air through brickwork and from idle boilers.
With oil burning excessive draft is more wasteful and more likely to
occur than with coal. Undue chimney height and capacity must therefore
be avoided. The loss of draft through the burners, boiler setting and flues
is considerably lower than for coal, because the weight of gases per horse-
power is less; the weight per pound of fuel is greater, however, as
shown in Fig. 91. The temperature of the gases is lower, so that oil-
stacks produce less draft than coal stacks. The burners, however, give some-
what of a forced draft effect. Defective draft is also to be avoided, since
pressure within the boiler setting generally causes rapid deterioration of
brickwork. Owing to the imaller quanti^ of gases, the chimney diameter
ahould be smaller.
ib. Google
CHIMNEYS
C. R. Weymouth observes that the necessary height for oil chimneys i*
much less than ordinarily supposed when boilers are operated at rating, and
considerably greater at heavy overloads.
The sizes of oil chimneys should be based on the maximum load and
the draft resistance due thereto, rather than on the rated horsepower of the
connected boilers. Table 11 is based on the horsepower developed (not on
rated horsepower of boilers, as was Table 9 for coal) when the boilers are
being operated at ISOper cent of rating. It is a modification of C. R. Wey-
mouth's table for plants at sea-level, assuming temperature of air as 80
deg. and of gases as 500 deg. With properly designed connections and short
flues, the sizes given will be found satisfactory.
Table 11. Chimney S
les for Oit-BuminK Planti.
HEIGHT ABOVE FLOOR LtNS, FEET
%
BO
90
lOO
no
IM
ISO
...
160
too
30
33
as
206
366
312
249
310
379
280
349
427
304
381
466
324
405
497
340
428
523
354
444
546
366
459
664
377
472
581
39
42
4fi
376
443
518
455
539
630
614
609
713
561
665
779
599
711
834
631
749
879
657
782
918
681
810
962
701
835
981
48
64
60
699
779
985
729
951
1.200
827
1,080
1,370
904
1,180
1,500
967
1.270
1,610
1,020
1,340
1.710
1,070
1,400
1,790
1.110
1,460
1,860
1,140
1,500
1.920
66
72
78
1220
1,470
1,750
1.490
1.810
2,150
1,700
2,060
2,460
1.860
2.260
2.710
2.000
2.430
2.910
2,120
2,580
3,090
2,220
2,710
3.250
2.310
2,820
3,380
2,390
2,910
3,500
84
90
96
2,060
2,390
2,750
2,630
2,950
3,390
2,900
3,370
3,880
3,190
3,720
4,290
3,440
4,010
4,630
3,660
4.260
4,920
3,840
4,480
5.180
4.000
4,670
6,400
4,150
4.860
5.610
102
108
3,140
3,550
3,870
4,380
4,440
5,020
4,900
6.550
5,290
6.000
6,630
6,390
6,930
6.730
6,190
7,030
6.430
7.300
114
120
3,990
4,440
4,920
5,490
5.650
6,310
6,250
6.990
6,760
7.660
7,200
8,060
7,590
8.490
7.930
8.890
8.250
9,240
Analysis of figures on several oil chimneys shows the height to be be-
tween 100 and 180 ft.; Ihe diameter l/IO to 1/15 of the height, depending
upon local conditions ; one square foot of chimney area serves 40 to 50 rated
horsepower of boilers.
The general practice of engineers on the Pacific Coast, states Georgt
Dorward, is to use 50 per cent of the area as stated in Kent's table for stacks
for coal. For Heine boilers up to 200 H.P., stacks not in excess of 60 ft in
height from the boiler room floor line to the top of stack, are the general
practice. Over 200 H.P. the same rule is used. i. e^ 50 per cent of the area
as stated by Kent, and not in excess of 80 ft. in height This practice, it
has been found, works very successfully.
With blast furnace gas, the volume of chimney ^ases is greater and at
a higher temperature than with coal, so that stack diameters are about the
same. The draft loss through horizontally balTled boilers nirs from 0.6 to 0,9
in. when operating at capaaties up to about 175 per cent of rating, which arc
attained in practice with chimneys from US to 140 ft. high.
As in oil-burning chimneys the height and capacity should be deter-
mined by the draft requirement at maximum capacity. Excessive and defec-
tive draft should be avoided as causing waste and setting deterioration
respectively.
ib. Google
CHIMNEYS
: and high f
: temperatures :
Owing to the greater volume of gases, the diameter should be 10 per cent
greater than for coal.
Because of the variations in the properties of different kinds of wood,
variations in size and wetness, and different methods of tiring, draft losses
through the fuel-bed and boiler setting can be approximated only.
Wood burning chimneys are best located directly on top of the boiler, to
avoid accumulations of unburned particles that might otherwise be deposited
in the base of the stack. Such deposits have been ignited, thus destroying
the stacks. If such accumulations cannot be avoided, the lower part of the
stack should be lined with tirebrick.
Municipal rrfuie destructors and garbage incinerators should have chim-
neys at least 200 ft. high to meet popular demand that the effects of odors
be eliminated. High -temperature destructors operated under forced draft do
not require such heights to take care of the draft; and with proper handling,
no objectionable odors are emitted.
Owing to variation in the proportion of combustible matter and water in
the refuse of different cities, and the frequent use of coal or oil when only
the garbage is burned, no general figures on draft requirements are possible.
For any particular city, these proportions are usually known or ascertained
sufFiciently closely so that bailer and chimney sizes can be determined. Un-
sorted municipal refuse as collected averages one-third carbon, one-third ash,
and one-third water. Boilers and chimneys based on this proportion will give
satisfactory results.
F.vasi or Venturi Chimneys are used to a limited extent in Europe and
a few have been installed in this country. Fig. 99 is diagrammatic and
explains the system, which is identical with that of jet-blowers and ex-
hausters.
ib. Google
CHIMNEYS
A fan suppliea air for the motor jet, which creates a greater
the chimney base than the vacuum due to the natural draft of the chimney.
Roughly speaking, the ratio between the vacuum at the chimney base and
the air pressure at the motor jet equals the ratio between the area of the
air nozzle and the area of the throat of the chimney. This ratio may be
conveniently made from 1 : 6 to 1 : 10.
Usually each stack is connected to one or two boilers. Therefore, since
the throat diameter is kept small, such stacks may be made only 50 to 75
feet high without disturbing the proper proportions.
With the low stack height and small throat diameter, only light loads
are carried on natural draft, and the motor jet is used for the higher ratings.
The ■draft may be controlled either by varying the area of the motor nozzle,
or by varying the air pressure with a damper in the air pipe, or by using a
variable ipeed motor to drive the fan.
Chimneys at Altitudes
AT high altitudes the specific gravity of the gases is B/30 of the specific
gravity at sea level, where B is height of barometer in inches due to
altitude, which may be read from Fig. 100; therefore their velocity through
the fuet-bed, bailer setting and economizer must be increased by 30/S in
order to deal with the same weight of gases. Since the draft loss varies as the
square of the velocity and as the specific gravity of the gases, it will be 30/6
or R times the draft loss at sea-level. This ratio is given in one of the
curves of Fig. 100 or can be calculated.
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The draft lost in giving velocity to the gases and at sudden enlarge-
;nts is 5/30 of that lost in giving the same velocity at sea-level.
For the same draft loss with the same length of flues, their diameter
r equivalent diameter) must be increased if*. But it will simplify mat*
ib. Google
CHIMNEYS 193
ters to make this increase the same as the increase of chininey diameter,
the flue area continuing to be 20 per cent greater than that of the diimney.
The draft loss through the flues will then be a little less than at sea-level.
The draft power of the chimney is primarily S/30 of that at sea-level.
But the normal temperature, being less than at sea-level, reduces this ratio.
The height necessary to give the same draft at the base would have to be
increased as 30/S, nearly. But the increased height is accompanied by a
lower average temperature within the chimney and by an increased friction
loss due to the increased height. Also, the draft required at the chimney base
is increased as 30/fl less the advantage derived from the larger flues men-
tioned above. If the diameter of the chimney is not changed, the velocity is
greater with still more friction loss.
From a careful analysis of these changes, compared with results in actual
practice, it is recommended that the height be increased as (R'-i), and the
diameter as iff '). Curves are drawn in Fig. 100, giving both of these ratios.
Take the example set forth in tabular form on page 187, resulting in a
chimney say 150 ft. by 66 in. diameter at sea-level, and assume that the plant
is to be at an altitude of SOOO feet From Fig. 100, read R'-' as 128 and
ISO X 128 equals 192 feet. Read «»-6 as 1.12 and 66 X 1 12 = 74 in.
diameter.
The figures for any given design should be checked as follows : A table
like that on page 187 should be prepared, showing the draft necessary at the
stack base, the barometer ratio R being considered. The static draft of the
stack of the sizes derived as in the last paragraph should be calculated,
taking the gas temperature average from Fig. 92, The weight of air and gas
taken from Figs. 93 and 94 are divided by R from Fig. 100 and their differ-
ence, multiplied by the height of the stack and by 0.192, is the static draft in
inches of water. The friction loss is row read from Fig. 95 or calculated
from the formula (10) and corrected by dividing by R. It is then deducted
from the static draft, giving the available draft at the base of the stack,
which can be compared with that required.
As the altitude is increased, the height of the chimney increases fast«r
than its diameter ; consequently the proportion of diameter lo height will
sometimes become unmanageable. This can be overcome by increasing the
grate area or by the use of induced or forced draft.
Chimney Construction
CHIMNEYS for modern power houses and industrial plants are made of
steel plate, radial brick or reinforced concrete, either lined or unlined.
and are usually of circular cross section. For the same area a round chimney
has a greater capacity ; its shape requires the least weight for stability, and
presents the least resistance to the wind. A maximum wind velocity of 100
m. p. h. is used in the design of such stacks, the equivalent pressure being
taken at 50 lb. per sq. ft. for flat surfaces, and 30 lb. per sq. ft. of projected
area of circular stacks,
The following notes deal only with the practical features that must be
considered in selecting the type of stacks. The structural design of a chim-
ney, including calculations for foundation, stability and strength, is an intri-
cate subject, which is a study for the chimney specialist.
Chimney foundations are usually made of concrete in a mixture of 1 part
cement, 2^ parts sand, and S parts broken stone or gravel, and poured in a
'"wet" condition in layers 6 to 8 in. thick, which are thoroughly rammed into
place. The safe bearing load for ordinary soil is 2 tons per square foot,
because the chimney represents a concentrated weight on a small area. This
is considerably lower Uian the loads permissible in building construction.
ib. Google
CH IMNEYS
Foundations for brick chimneys are not as massive as the foundations
used for steel and reinforced concrete stacks, because they function only as
supports of the chimney column. In sleel and concrete construction the
foundation acts both as a support and anchor for the stack, the two forming
practically one mass, giving the desired stabili^. Reinforcing bars are
frequently used.
Table 12 indicates the proportions of foundations necessary for self-sup-
porting sleet and ra.dial block stacks. The least depth and width of square
or block foundations are considered. In steet stacks with a foundation hav-
ing tapering sides, the widths at the top should not be reduced more than 3
or 4 ft. over those given in the table. For normal soil, the foundations sup-
porting brick stacks can be battered or stepped off, using the widths given
as the size of the bottom slab. The top slab should be at least a foot wider
than the stack, all around, and the offsets made so that a line drawn along
the edge of- foundation will make an angle of 60 deg. with its base.
Table 12. Dimenaion* of Concrete Foundatiana For Brick and Steel Stacki
**
Rrital Brick
8«lf.8>I|>p<>rtli«SC»t
DIUMtar.Fnt
-—
WWth,F.i«
DiVttwFM
Width, rw(
D.pth.F«.
4
100
12
4H
16
6
5
125
18"^
20
7
ft
ISO
20
6
23
8
175
24>4
7
26
SH
8
200
8
29
9
200
30
8
31
10
200
31
9
32
lOM
2 to iiTTt
bed of
il, it may be necessary to sink piles. These are usually spaced
renters, and the tops cut off below the surface water line. A
r 3 f t. thick, into which the piles extend, is dien formed
the regular chimney foundation.
Self-Supporting Steel Stacks
SELF-SUSTAINING stacks as a rule are practically straight; that is, the
walls above the flue openings are parallel. The base section can also be cyl-
indrical. However, it is usually flared and includes the flue connection. The
height of the bell-mouth base depends, therefore, upon the run of breeching
and the location of the flue opening. When the flared part is one-quarter of
the stack height, the sides take the slope of a cone having its apex on the
center line along the top of the stack. This flared base has a diameter about
one-third greater than the stack proper, permitting the connection of a larger
flue, and the entry of the flue gases with the least interference.
The flue opening in the plate of the chimney base weakens the structure,
and requires reinforcing. Stiffening members across the top and bottom of
tiie opening are sometimes used. More often the cut-away section is strength-
ened by angle or T-shapes riveted to the sides and extended beyond the top
and bottom of the opening, or a combination of these methods can be used
to reinforce the flue opening all around.
The flanged base plate riveted to the bottom of the liase section is gen-
erally made of two or more cast iron segments. More modern practice calls
for a built-up steel base ring. Equally spaced around this are lugs drilled for
the anchoi* bolts that hold the stack down to its foundation.
ib. Google
CHIMNEYS 195
Above the base the stack is divided into several sections, each consist-
ing of front five to twelve courses. 4 to 7 ft. high. Each course is made up
of one or more sheets, depending upon the stack diameter. Lap joints are
invariably used for vertical seams and often for girth seams ; the latter are
also made with butt joints either inside or outside of the shell. Fre-
quently intermediate courses have lap joints, but the sections are assembled
with butt joints that reinforce the stack. In unlined stacks, an outside butt
joint is preferred as it leaves the stack smooth on the inside. In lined stacks.
the inside connections can be utilized to support the brickwork. Butt joints
can be made either with the ordinary straps, or else flanged with angles
riveted to the shell and bolted ti^ether. The riveting is generally figured on
a factor of safety of four as a minimum.
It is a moot question whether self -supporting steel stacks should be
lined. The brick linmg does not add to the sirenKth of the chimney, although
often the stack must carry it. Sometimes the lining is isolated and made
self-supporting, acting as an inner core. Moisture may collect in the air
space formed between the lining and the shell, thus promoting corrosion.
The lining reduces radiation and protects the steel from the corrosive action
of the chimney gases.
When a lining is used in a sleel stack it should be carried up the full
height. Radial firebrick, common brick, concrete and sometimes a filler of
sand for the air space provided by independent linings are used for lining
construction. Generally a 4-in. wall supported by an angle iron ring fastened
to the stack every 15 to 20 ft. will serve. The lower section of slack can be
lined with firebrick, and the upper section with common brick, using fire clay
and cement mortar joints respectively. For an independent lining 6-tn. brick
will be required for the lower half of the stack and 4-in. brick for the upper
half. The brick can be set close to the shell, or an air space of 1 to 2 in. left
between the steel and the brickwork.
To preserve the stack, the steel is usually given one coat of paint on
bath surfaces before erection. After the stack is in place, it is usually treated
with two or three coats of hea ('resisting paint. This is intended to protect
the stack from the corrosive action of the atmosphere as well as to prevent
air inleakagc.
To maintain the stack a painter's ring should be fitted near the top. This
consists of a circular metal track with trolley and block to facilitate painting,
in the base of the stack a cleanout door should be provided for access to
the interior and for the removal of soot and cinder accumulation. Standard
size cleanouts measure 24 by 36 in. and are made of cither heavy cast iron
or steel plate fitted with frames, hinges and clamps. The contact surfaces
should be planed so that the door will .be air-tight when closed. It is also
advisable to install a steel ladder extending from the base to the top of
the stack. This can be on the inside, although it is generally placed on the
outside about 8 in, from the stack and fastened to the shell through riveted
bracket connections. Ladders are frequently built with 3-in. side bars, )ii in.
thick, with rungs or steps of >i-in. round iron, IS to 18 in. long, and spaced
12 to 15 in. on centers. In fastening the ladder to the stack, care must be
taken to prevent strains due to the unequal expansion and contraction of the
Steel shell and the ladder.
Table 13 illustrates the size and sections and thickness of plate used in
the construction of self-supporting stacks. Other instances of good practice
are afforded by the stacks serving some of the large central stations.
Four steel stacks in an electric light plant, each 297 fl. above the boiler
grates and 21 fL in diameter, are made of W-in. and J^-in. steel plate in
courses 7 ft. high. Ten vertical stiffening posts of 6 by 4 in. angle iron arc
riveted to thwinside of each shell. At each 20 ft. of height two angle irons
support a stack lining, which consists of 1-in. concrete and 4-iD. red brick
for the entire height. An 18-in. sleel ladder on the outside gives access to
ib. Google
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CHIMN EYS
Table 13. Plate Dimenuona For Self-SupportluB Steel Stack*
■Sir-
«a'-
End
Seetkrn
3rd
sTk.
Sth
SKtlon
w
iDdM
■KS'
PUta
Inehn
^
PUU
■SS'
PlaU
W
FiBte
100
166
185
40
30
65
i
JO
50
60
t
30
45
60
t
40
A
200
225
250
50
85
80
t
ao
20
30
i
»0
25
30
1
95
30
S^
144
80
H
each stack, and a gallery or grated walkway with hand railing is placed
around the top. The stacks rest on plate girders that are part of the build-
ing construction, and are also braced against swaying and wind action.
In a street railway plant the two steel stacks, each serving 16 boilers,
are supported and braced by the framing of the building. The stacks are 132
ft. in height above the foundation and are made in three sections of ^-in.,
Vi-in. and ^-in, steel plate, each 44 ft. high. An 8-in. red brick lining, backed
by 1-in. cement, is supported every 2S ft. on rings that stiffen the stacks.
Another central station has three stacks, each 260 ft. high and 22 ft.
diameter. The support and wind bracing is furnished by the building con-
struction. Five sections varying in thickness from '/n to ^-in: plate make
up the height. At each section an angle iron stitTener and Z~bar ring support
the lining, which is of 4-in. red brick backed with 1 in. of concrete.
The details of a self- supporting steel stack for moderate size plants are
shown in Fig. 101. This stack, which was designed and fabricated by the
Chicago Bridge & Iron IVorks, is 13 ft. diameter and 185 ft. high. It is made
up 0(32 courses in iive sections, including the base with the flue opening.
Bach course consists of three sheets and is about 5 ft. 9 in. high. The thick-
ness of plate varies from !4-in. at the top to W-in. at the bottom. The stack
is anchored to a concrete foundation on top of which is a sectional cast iron
base 2 in. thick, in 12 segments. Immediately above the base ring and
riveted to the base of the stack are 24 built-up steel plate lugs that hold
the anchor bolts.
The base section is conical or tapered, 18 ft. high and 19 ft. diameter.
The first parallel or cylindrical plate course above this is 13 ft. I'/i in. while
the last course at the top is only 1 in. less inside diameter. The individual
courses 7 ft. high. Ten vertical stiffening posts of 6 by 4 in. angle iron are
the different girth seams. In the base section a flue opening 7 by 20 ft is rein-
forced by plates and angles to strengthen the cut-away part of the stack. A
steel ladder on the outside extends the full height. It is 14 in. wide with side
bars 2 by fi in., and rungs of H in. square iron. The ladder is strapped
to the shell at the top of every second course, 8 in. from the stack.
Guyed Steel Stacks
'X'HE guyed or supported steel stack is designed to simply carry its own
-^ weight. Stability or resistance against wind pressure is cared for by fas-
tenings to adjoining walls or by guy wires. Guyed or supported stacks do not
require heavy foundations, because they are much lighter than self-supporting
stacks. Usually they are riveted to the smoke breeching or else are con-
nected with the smoke up-take and with the boiler setting.
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CHIMNEYS
I
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PART OF TOP SECTOH
WRT or tUE SECTHM
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Pig. 101. Conatniction Detail* of a Setf-SupportinE Ste«l SUck.
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CHIMNEYS
The thickness of plate used varies considerably and is largely governed
by the degree of permanence required. Corrosive action by the elements and
stack gases gradually reduce the thickness of the sheets until the stack is no
longer safe.
The thickness of plate is ordinarily kept within the limits given in
Table 14.
Table 14.
Dinien*ion« of Guyed Steel Stacks.
TbieVtu
M of Plate
Inch™
Maximum
30
36
42
No. 8 gage
14 in.'
No. 10 gage
No. 10 gage
No. 10 gage
48
54
60
■tt.
V» in.
No. 8 gage
V* in!
The size of rivets used should be :
^ in, diameter for No. 10 and No. 8 gage plate.
V» in. diameter for '/m in. plate,
V" or J4 in. diameter for yi in. plate.
Yi or s| in. diameter for '/■• ■"■ plate-
The circumferential pitch is generally niade equivalent to one rivet for
each inch of diameter of the stack or 3Vt in. pitch, and the longitudinal
pitch is made 3 to 4 inches.
"-S
Fig. 101. Styles of Jcnnt* for Ouyed or Supported Steel Stack*.
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CHIMNEYS
1 to make the plates thinner in the upper portion of the
stack. As the corrosive action is more energetic at the top, many prefer
to make the upper part thicker than the lower, or at least to keep the
thickness the same for the full height.
The plate courses may be assembled as shown in Fig. 102, in which
the "shingle" lap (a) is composed of tapered sections and is designed
to shed water. In joints like (b) the larger sections slip over the ends of the
smaller sections and all the sections are parallel or cylindrical.. With another
method (c) the lower end of the upper course slips into the lower course.
Sometimes a strap-joint (d) is used, in which the ends of sections are butted
logelher and a steel band placed around the joint and riveted to each plate,
making a very strong but much more expensive chimney.
^A"<iyP9an^. itipatt^ot/n/ifg
Fig. 103. Construction of a Ouycd Steel Stack.
ib. Google
CHIMNEYS 201
White each of these methods have their advocates, the best practice ap-
pears to be indicated by (c). With (a) the seams cannot be made tight, and
water from the inside of the stack leaks through, and corrodes and discolors
(he outside. With (c) the joints are easily filled with paint and made
perfectly tight, so that corrosion is reduced to a minimum.
Guys should be of not less than 'A in. wire rope. Each guy .ihould have
a tuTubuckle to take up slack and equali/e tautness. The anchorage, whether
'dead men" or buildings, must be ^uch that there is no possibility of failure
in the highest wind. The guys are attached to the stack either by eyebolts,
with reinforcing plates inside, or by a guy-ring, carried around the stack in
sections whose ends are bent out to form lugs. While the guy ring is the
strongest construction when new, corrosion appears to concentrate about it,
and so weakens the stack that the eyebolt method is perhaps the strongest
permanently.
The number of guys and their arrangement depends upon the height of
the stack. Low stacks up to 50 or 60 feet may have one set of three or four
guys. Over 60 feet, there should be two sets of four guys each, and stacks
over 125 feet usually have three sets of four guys each. The upper or single
set is generally attached to the stack about 12 feet below the top. When
there are two sets of guys, the lower set is attached about 2/3 of the height
from the ground to the upper set. When there are three sets of guys, the
upper set is attached about 12 feet from the top, the lower set at about half
the height of the upper set, and the middle set a"bout half way between the
upper and lower sets,
Guys arc commonly anchored at a distance from the base equal to the
height of the guy band, so that they are stretched at an angle of 45°. When
two or three sets of guys are used, the upper set may be arranged to form
an angle of only 60° with the vertical.
In congested city sections, stacks are often fastened to building walls by
brackets or strap-iron anchors. StilT guys may be made of 2 in. pipe (or
stacks up to 75 feet high, and of 3 in. pipe for higher stacks. Ail stiff guys
should be well braced against bending unless they are very short.
A guyed stack of Yi-in, steel plate, built by the New York Central Iron
IVorki. is shown in Fig. 103. It is intended for direct connection to the smoke
flue. This stack has an inside diameter of 72 in. and is 104 ft. high overall.
Each course is 5 ft. high and is made with lap-joints single riveted. At about
40 ft. from the top a heavy ring is fastened to the stack, reinforcing it to
receive the lugs for the guy wires. The top is finished with a steel band
on the outside and reinforced with another band on the inside.
Radial Brick Chimneys
COMMON brick is seldom used for chimney walls except for small house-
heating plants. Larger stacks have walls of vitrified hollow or perforated
brick formed to occupy a certain position in the circular and radial lines of
Ihe chimney. It is said that the perforations in the brick form, a dead air
space, which reduces the loss from radiation and prevents sudden temperature
changes within the stack. These radial blocks are larger than common brick
and are made in sizes and shapes for all diameters. The method of laying
and bonding as used in Heinicke chimneys, and some of the shapes used in
Custodis construction, are illustrated in Fig. 104.
The brick are laid in cement lime mortar, with V^ in. joints, to give
a straight batter or taper from top to bottom. The outside surface is
invariably smooth while the inside surface sometimes has a series of steps,
owing to the change in wall thickness of the different sections" of the
chimney wall. Starting with a thickness of one brick, or about 7 in., at
the toji, the wall thickness is increased about 2 in. for each section,
which is generally 20 ft. high. A circular chimney 200 ft. high would
have an actual thickness of 24 in. at the base. The wall thicknesses, in
ib. Google
CHIMNEYS
Table 15. Outiide Diameter (Feet) of Base of Brick Chimneys
ib. Google
CHIMNEYS
IBnrm
Opining.
merry
'xSVJ.fir,
tofco/un
iveemtit
Qiimn^ on Octagonal Bos* Chimn^ Round fer Full HeiflM
Fig. 105. Example of KeU<^s Radial Brick Chimneys.
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CH IMNEYS
two styles of Kellogg radial block chimneys, are shown in Fig. lOS. The
batter indicated is based upon the figures in Table 15, from which layouts
can be made tor stacks 3 to 10 ft. diameter and 75 to 225 ft. high. The
design should be checked to see that tension does not occjr on the windward
side, with the maximum wind pressure allowed, as the chimney would then
be unsafe.
It is common practice to use regular hard building brick for the base
of the chimney, when it is of a square or octagonal form. If the base forms
part of the building wall, the two sliould be bonded by a slip joint, shown
ill the lower left-hand view of Fig. IU6. The radial brick above the breeching
I'U/ut ofiinij. ftafkmfS'
fieM flm xtnkvFsr fin *-
Fig. 106. Typical Details of Radial Brick Chimney Construction.
entrance, shown in the upper right-hand view of Fig. 106. is supported by
heavy beams on bearing plates with air spaces at each end to permit ex-
pansion. The steel is protected against the effects of the gases of combustion
by a flat arch.
To prevent cracking, radial brick chimneys arc provided with rein-
forcing bauds that take up the stresses due to expansion. One company
conceals three or four 3 by S/16 in. bar steel bands in the brick work. These
rings are placed below and above the flue opening, at or near the top of the
lining and in the chimney cap or cornice. Another method is to place these
bands at every change in wall thickness, omitting some of them when the
bricks have corrugated sides. When gas temperatures are high, additional
expansion rings are placed on the outside, spaced about 6 ft. on centers.
A lining inside the chimney is also necessary as a further safeguard
against expansion strains. This lining is independent of the stack and
is separated from it by an air space of at least 2 in., which prevents the
gases from coming in contact with ihe chimney brickwork. For steam
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CHIMNEYS
boiler plants the lining is made 30 to 50 ft. high, or about one-fifth the
stack height For very high gas temperatures the lining should be carried
up at least half way, preferably to the full height.
Expansion linings are made of ordinary lire brick or of perforated
blocks about 4 in. thick. They are started 2 ft. below the flue opening in
the stack. Sometimes the space between the lining and stack is covered
at the top. One method is to corbel or rack out the shell of the chimney.
This protecting ledge prevents soot or dirt from filling the air space.
Ladders are also a necessary adjunct to chimneys. These are located
either inside or outside for the full height of the stack. The rungs should
be of ^ in. round iron, preferably galvanized, of "U" shape, spaced on 15-in.
centers and securely anchored to the masonry.
Lightning rods should be provided to protect brick chimneys. A number
of pointed rods, above the top of the stack, are connected to one or more con-
ductors extending down to a ground connection beneath the grade tine. Points
extending 6 to 8 ft. above the top are subject to rapid deterioration owing to
the action of the outflowing gases. It is advisable, therefore, to locate a
greater number of points around the stack so they will not project more
than 6 ft. above the top. Less than two points should not be used on any
stack. On large chimneys the lightning rods can be spaced from 6 ft. to 3 ft.
1 the outside circumference of the stack.
ZS^Hf-
CruM Sactton
PlC. 107. Soot C<rilector Syatem In a Large Chimnejr.
ib. Google
CHIMNEYS 20?
The lightning rods are usually made of J^-in. copper, tipped with yi-in.
platinum thimble points. They are fastened to the masonry and are inter-
connected by a copper cable placed completely around the top of the stack.
To complete the circuit one or two bare copper cables, of Vi or 7/16-in.
diameter, are connected to this ring. These conductors extend down the
side of the chimney, where they are fastened at intervals, and terminate
in a copper ground plate located in permanently moistened earth, in a
charcoal bed, or in a pocket filled with crushed coke, and placed away from
the chimney foundation. The grounding terminal can be of the coil, plate
or cylinder type.
For access to the interior of the stack and to facilitate cleaning, a
cleanout door should be located in the base. Standard cast iron cleanouts
measure 24 by 36 in. and are fitted with frames, hinges and latches, A
tight tit is essential, so the contact surfaces should be planed.
An effective method for the removal of soot and cinders from large
chimneys is represented, according to Tkos. S. Clark, by a collector system
installed in a radial brick chimney 300 ft. high, 19 ft. diameter at the top,
and about 23'/i ft. at the base. Super-imposed hoppers, Fig. 107, are lo-
cated below the flue opening in the base of the stack. These hoppers are de-
signed to collect the soot and cinders dropped by the gases in passing up
the chimney.
The hopper floors are concrete lined with brick. Two are used so that
the door in one is closed when the door in the other is open, to prevent the
possibility of an open draft up the chimney through both hoppers. Access
to each hopper is provided through a manhole, which is reached by a ladder
on the outside of the chimney. Each hopper can be cleaned from a gallery
built around the rim. In the chimney base are doors targe enough to allow
a cart to be backed in under the lower hopper to remove the soot and cinders.
Reinf<nt»d Concrete Stacks
' I "HE advantages claimed for reinforced concrete chimneys are light weight,
X minimum apace, strength, and rapidity of construction. All joints are
eliminated, the stack and foundation being one monolithic structure. Patented
steel forms are used rather than wood forms. The structural design is
ordinarily based upon a maximum compression in the concrete of 350 lb.
per sq. in. and a maximum tension in the steel of 16,000 lb. per sq. in.
The details of a reinforced concrete stack 180 ft. high and 8 ft. in
diameter, are shown in Fig. 109. The walls are considerably lighter than brick
construction and are concentric with an even taper from top to bottom. The
' ■ ■■ ' The c '- -=-
wall thickness is 5 in. at the top and 11 in. at the base,
turc is 1 part cement. 2 parts sand and 3 parts crushed stone or gravel. This
is poured "wet" and then tamped in the steel forms and around the reinforc-
ing bars to secure a thorough bond, as well as smooth inside and outside
Vertical reinforcing bars are placed about 3 in. from the outer surface
and are distributed proportionately to the load. Around the circumference
the stack is reinforced horizontally by heavy wire mesh, woven in triangular
form. This is set close to the outside surface of the wall, as indicated in
Fig. 108. The flue opening in the stack is also reinforced and the walls there
are about 50 per cent thicker.
Figs. 110 and 111 show the process of constructing a concrete stack. One
view shows the steel forms and reinforcing rods in place, ready to receive
the concrete mixture and the other the completed base section of the stack
with the forms removed. The entire chimney is usually finished with a
cement wash.
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C H I M N K Y S
Pic- 108. Base and Foundadon of Heine Reinforced Concrete Stack.
To protect the chimney column from the stresses due to expansion an
isolated inner core or lining must be installed. This is built of firebrick or
perforated blocks in the same manner as described for brick chimneys.
Instead of the ladder steps used in brick construction, concrete stacks
are equipped with tackle, consisting of a bronie pulley anchored to the top
of the stack, and a S/ld-in. wire cable.
A soot separator is an integral part of the reinforced concrete stack
shown in Fig. 112. This stack serves a plant in which patent-leather is manu-
factured. Soot and cinders issuing from the old chimney lodged upon and
damaged the leather, which is dried in the open. The stack has an outside
diameter of 8 ft. 8 in. at the top and 23 ft. 8 in. at the base. The unusual
taper is due to the soot separator, which is built in at the base as part of
the chimney. The soot separator, which consists of two concentric stacks 29
ft. high, is made of radial brick. The separating chamber is in the outside
circular passage while the inside section is the chimney proper, the two being
connected by three openings in the wall. These openmgs are of sufficient
area to handle the volume of gases through the 8 ft, area, which corresponds
to the inside diameter of the chimney at the top.
The t!ue gas entering the chimney through the 5 by 11 ft. breeching
connection has its velocity reduced and owing to the shape of the passage,
it flows spirally. This combined action separates the soot and cinders from
the gas, which then passes up and out of the chimney free from ash.
The outside wall of the soot separator also serves as the expansion
lining for the chimney. The top of the separating chamber is closed with
a cast Iron cap. In the base of the chimney proper are two cast iron
cleanout doors for removal of soot, A 2~in. perforated steam pipe has
been provided. Tile drains, as indicated in Fig. 112, have been installed, to
keep the chimney free from water.
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CHIMNEYS
einfor^ing irt Smoka Optning
Pig. 109. Heine Reinforced Concrete Chimney.
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Pig. 110. Steel Forms and ReinforcUii Rods in Place to Receive Concrete.
Fig. 111. Completed BaM Section of a Concrete Stack.
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CHIMNEYS
Stctianal Eltvatlan
Fig, 113. Soot Separator in a Rust Concrete Chimney.
Reinforced concrete is sometimes considered in the experimental stage,
but some concrete stacks have weathered the elements for 15 and 20 years
without appreciable deterioration. One of the tallest chimneys is a reinforced
concrete stack 550 ft. high with a wall thickness of 7 in. at the top and
29j/i in. at the hase ; the average diameter is 32 feet. This stack is located
in an earthquake country, Saganoaeki, Japan, at about 450 ft, above sea-level.
The Wiederholt chimney construction is "reinforced tile concrete."
Hollow tile blocks made of hard burned clay are used as the forms to receive
the concrete during construction. The tile remains permanently as the inner
and outer surfaces of the stack, surrounding the concrete at every point.
Foundations for this type of chimney are made of concrete reinforced
with horizontal steel bars running in two directions. Vertical bars are em-
bedded to act as anchors for the chimney column. Around these vertical
reinforcing bars the tile are set, each course being separately filled with con-
crete. The horiiontal rings arc set in the concrete core. It is said that these
chimneys are well adapted to chemical plants where acid gases occur and
for other special service where gas temperatures are high.
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ib.Google
CHIMNEYS
Original Brick Stock
--3 <S' S6^
-i,
^^■j
[
«'! «!f5
.-*^-|
tsr
.'I
U 2SiS' J
Stack Af ie r Concreting
Fis. 113. Reinforcing an Old Brick Stack.
ib. Google
214 CHIMNEYS
Remodeling of Chimneya
BRICK chimneys are increased in height by adding a guyed length of steel
stack. In some instances the added portion is built of radial brick.
Where the old part is of square cross section, an octagonal adapting portion
is worked in. Sometimes this work is done while the boilers are tmder fire.
Bent brick chimneys can be straightened by sawing out mortar from the
convex side.
Chimneys that are dangerously defective may be made safe by applying
a casing of reinforced concrete. Fig. 113 illustrates an example. Steel
chimneys that have become badly corroded may be renovated with a con-
Breechinga
THE breechings or fines should be so arranged as to offer a minimum
of resistance to the fiow of gases. The a.rea should be large enough so that
a reasonable accumulation of flue dust will not cause any noticeable choking.
The run should be as short and direct as possible. Connecting flues should
be so designed that the entering gases tend to flow parallel with the gases
already in the main flue. Access doors should be placed conveniently to
facilitate cleaning.
Flues are frequently made 15 to 25 per cent larger in area than the
slack, depending upon the amount of flue dust expected. Where fine fuel
is burned with forced draft, the deposit of flue dust is relatively large and
therefore liberal areas should be allowed. Builders of chimneys prefer to
limit the area of flue openings to 7 to 10 per cent greater than that of the
stack. For structural reasons, the width of opening in the chimney should
not be more than one-third the outside diameter of the chimney, the neces-
sary area being obtained by increasing the height of flue opening.
Sometimes the breeching area is proportioned to the total grate area
served by allowing 22 per cent of the grate surface as the minimum cross-
sectional area of the flue. But this is not good practice, for the size of flue
is entirely dependent upon the volume of gases to be dealt with, while the
volume of gases due lo any given grate surface varies with the intensity of
the draft A breeching suitable for a given grate area under natural draft
may be far too small for the same size of grate under forced draft
The breeching area should be determined by gas velocity. The draft
loss depends upon the gas velocity in relation to the length, area and shape
of the flue. The velocity may vary from 15 feet per second for long
rectangular flues of small area, to 35 or 40 feet per second for large short
circular flues. The draft loss may be found by formula (10) on page 183.
Whatever velocity is chosen, the resulting area should be increased sufficiently
to allow for the deposit of Rue dust.
A breeching of circular cross -sect ion causes less draft loss than a
rectangular or square section, and the flatter the rectangle, the greater is the
draft loss. This is clearly shown by the cnefTicienls of formula (10). Square
or rectangular breechings with a semi-circular top are good designs.
In practice, sharp bends and right angle turns are the most common
faults found in breechings and smoke connections. While it is not difficult
to make or connect long-sweep turns and to install necessary deflectors,
these details may be neglected unless the work is carefully supervised.
Space conditions often make the installation of some bends necessary. The
designer must then use the least number of bends and make them as long
and gradual as possible. The bends necessary for a change in direction
should have an inside radius at least equal to 1>4 times the diameter or
width of the breeching.
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CHIMNEYS
Fig. 114 will emphasize the bad effect of sharp gas turns. The entering
gases tend to strike the opposite wall and leave eddies as at A, A, which
are the equivalents of reduction in flue area. Rounded corners at X and
near A would reduce the draft loss, but the gases from Boiler No. 1 would
still interfere with the flow from Boiler No. 2. This figure also shows poor
design in making the breeching parallel. The gases from Boiler No. 2 lose
velocity in filling the larger area of the main flue, and as this velocity has
been given to the gases by the effect of the chimney, velocity so lost is wasted
chimney effort. As the. gases from Boiler No. I crowd into the main flue,
the gases from Boiler No. 2 have less space and their velocity is again
increased, putting more work on the chimney.
-¥
Pig. 114. Effect* of Sight-angle Tuma in a Smoke Flue.
Fig. 115 illustrates excellent practice in designing a breeching to serve
several boilers. The bottom of the sides is made horizontal to agree with
the boiler settings, and the increase in area as each boiler is connected is
taken care of by the sloping lop. The deflection plates forming the bottom
are made parallel with the top, keeping the gas velocity uniform, and the
steps between them provide ideal locations for the dampers.
Fig. 115. Breeching and Damper Arrangement for a Battery of Boilers.
A good example of breeching design for several boilers is shown on
page 218.
The connection to the stack should be through an easy upward bend,
so as to enter the chimney at about 45 degrees.
Where breechings from boilers on both sides of a chimney meet before
entering it, care should be taken to guide the two currents into fairly
parallel streams before they meet. Fig. 116 is given to emphasize the bad
effect of two opposing gas currents in a hull-headed or T-connection. To-
gether with the area-reducing eddies at A, A, as in Fig. 116, this head-on
collision of the two streams may cause sufficient draft loss to reduce the
boiler capacity seriously.
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BqiutBble Building, New York City.
3500 H. P. of Heine Standu-d Boilen.
Tallest Chimney in the World. '
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CHIMNEYS
£C*7tV"
J-^
L4J
Pig. 116. Bifects of Bull-head«d Connection o
Gas Flow in Breechine.
In such instances curved defecting plates as at X, particularly when a
dividing plate is carried from X to the entrance of the flue leading to the
stack, have made a notable improvement. Rounding the comers as at A, A,
is a still further advantage.
Fig. 117 shows two flues connected to a central stack. To reduce the
draft loss from the head-on collision of the gases, a baffle is placed in the
base of the chimney, so that the gases are deflected into parallel directions.
Pig. 117. Baffle WaU in Chimney
■Slack
Prevent ColliMon of Gaies.
Examples of good practice in breeching design where the chimney is
carried by a symmetrical hood are illustrated by Figs. 118 and 119, which
show breeching hoods for one and two boilers respectively.
As most engineering problems are solved by compromise, so the power
plant designer must frequently compromise between ideal flue design and
increased height of stack. Flat rectangular breechings and sharp curves may
become necessary to meet space restrictions, and the increased chimney
height resulting therefrom must be accepted as unavoidable.
Steel or iron plate is used in constructing breechings and smoke connec-
tions. For main breechings of square section, metal S/ie in. thick is required.
The sides, bottom and top are braced or reinforced on the outside with
Zyi-'m. angle iron. Individual smoke connections between boilers and
breeching are usually made of No. 10 gage metal, although for longer runs
and large size boilers No. 8 gage plate is sometimes used. When of square
section, these are held at the comers by 1-^-in. angle iron, and are also
reinforced or further stiffened with angle iron on the outside.
For the removal of soot accumulation and for access to the breeching,
deanout doors should be provided at convenient points. It is good practice to
install one cleanout at the far end of the breeching and at least one other
deanout along the run of flue, either in one side or at the bottom. Clean-
out doors are made of heavy cast iron or steel plate, lilted u ' '
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CHIMNEYS
Fig. 118. Ideal BreecbinK Arrangement for Single Boiler.
3ail»r Nt. S
Vii. 119. Ideal BreechiaK ArranKement for Two Boiler*.
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2» CHIMNEYS
hinges and one or two cUnip^ to facilitate opening and closing of the door.
Door frames are riveted to the breeching; both the frames and doors
should be planed so as to be air-tight. Sliding doors are sometimes used
for cleanouls.
Breechings and smoke Hues should be covered with non-conducting
material, such as asbestos or magnesia heat insulation, or else be protected
with refractory brick or other vitrified material. The coverings or linings
are frequently placed inside the breeching to protect the metal against
the possible corrosive action of the gases, although it is advisable to have
the insulation or lining on the outside. The breeching, smooth on the
inside, will then permit a straight uninterrupted ilow of the gases into the
smoke stack ; there will be no loose pieces to fall into the breeching and
obstruct the gas passage, and repairs can be made without interfering with
plant operation. The insulation on smoke flues is important because it pre-
vents lowering the gas temperature, by reducing heat losses. If this temper-
ature is lowered while the gases are passing through the flue, the effective
draft will be reduced.
Overhead steel breechings are usually hung from the building construc-
tion, although special supports are frequently required.
Underground flues involve a high friction loss because of the large num-
lier of turns in the gas path from the boilers to the stack. The brick
or concrete used for these fines is porous, so that the flue is subject to leak-
age. Being located below the boiler room floor the flues are diflicult to keep
clean and the soot gradually accumulates and obstructs the gas passage.
Dampers
DAMPEHS are used both to vary the gas flow in controlling the rate of
combustion, and to close the flue entirely in isolating idle boilers. Dampers
should move easily and when wide open oner the least possible resistance to
gas flow.
Dampers used for isolating idle boilers or flues should be reasonably
gas-tight. levers or handles to operate dampers should be located in par-
ticularly convenient and easily accessible positions, and be so arranged that
they definitely indicate how wide the dampers are open.
Dampers should be made the full area of the breeching or uptake. If a
rectangular damper is used, it will cause the least disturbance to orderly gas
flow if swung about its longer axis. Fig. 120, for a rectangular damper
turning about its shorter axis, illustrates faulty design, by showing the area
wasted in the formation of eddies. Fig. 121 illustrates good practice in
damper arrangement. The dampers swing in unison about their longer axes;
and when wide open, the gas flow is virtually undisturbed.
Each boiler must be provided with an independent damper. It should
fit well, so that when the boiler is idle there will be very little leakage.
Inleakage of cold air into the main flue through defective dampers of Idle
boilers reduces the draft very seriously.
Individual boiler dampers are set by band so as to divide the load
equally between the boilers by correcting the unavoidable differences between
the drafts at boilers near the stack and those at boilers rnore remote. Varia-
tions in the general or total load are cared for by a main damper near the
chimney, controlled either by hand or by an automatic regulator. Damper
regulators are discussed in Chapter 16 on OPERATION. The main damper
need not be tight unless there are more than one, such as when two or more
Hues enter the same chimney. Sometimes the main damper is prevented from
forming a tight closure, either by providing a hole in it, by stops to limit
its travel, or by adjustment of the operating mechanism.
ib. Google
CHIMNEYS
Fig' 110. Faulty Damper Installation.
Pit 131. Proper Location of Dampen.
ib. Google
CHIMNEYS
Dampers should be balanced and should move easily. Swivel or "butter-
fly" dampers are generally used, since they swing freely and are not apt to
get out of order. Sluice or slide dampers are sometimes necessary to meet
space requirements, but are avoided wherever possible, as they are difficult
to move, especially when there is dust in the slides or the dampers are
slightly warped.
Dampers are operated by chain, v
because they give positive action, whi
must be placed on the overbalance for r
F the bearings stick, the damper may i
defect becoming
once. For this re
much heavier th:
difficult.
: rope or rods. Rods are preferable,
if chain or rope is used, reliance
ivement in one direction. If any
main in one position without the
nmediately known ; whereas rods show such a trouble at
in, where rope or chain is used, the overbalance is made
is generally necessary, thus making movement more
Unless the handles for operating the dampers are brought to a con-
venient position, so that the attendant can work them easily, they will not
be adjusted as frequently as they should be, and waste of fuel will result
from failure 1o relate the draft to the load and the fuel. The bad effects
of controlling the draft by means of the ashdoors and tiredoors are fairly
well known, but blame for this condition should usually be placed on those
responsible for making damper operation difficult and awkward.
The handles should be arranged so as to definitely indicate how much
the damper is open. This indication is sufficiently important to warrant
checking from time to time. Lost motion prevents correct indication and
should be eliminated, either by overbalance or refitting. The Jamper shaft
should be squared where the operating lever is attached to prevent any
possibility of shpping. The same requirement applies also to any oth;r shaft
and lever of the operating mechanism.
Fig. 122 shows the construction details and general proportions of a good
damper design.
Fig. 133. Conitruction Details of a Damper.
Steel plate Ji-in, thick down to No, 8 gauge is used for dampers. Angle
iron shapes are employed as ribs for large surfaces, set about 2 ft. apart. Bar
iron or extra heavy pipe is used for the spindle which is supported on roUeri
or even ball bearings on the outside of the steel flue.
ib. Google
CHAPTER 7
MECHANICAL DRAFT
MECHANICAL draft is adopted for obtaining economy of operation, in-
creased capacity, or both. It is called either forced or induced draft,
according to whelher the draft is intensified by increasing the pressure
at the inlet or decreasing the pressure al the outlet of the boiler. Both
tnethoda, and the combination of the two, are in general use.
Forced draft may be of the closed ashpit or closed slc^ehold system;
but as the latter is confined to marine practice, it will not be discussed here.
The economic advantages resulting from the use of mechanical draft are
best explained by diagrams. In the following diagrams the pressures and
vacua are not drawn to scale, but they clearly indicate the effect of the
different ways of applying mechanical draft.
Fig. 123 represents graphically the circumstances present in natural draft
Pig. 123. Diagram of Natural Draft Plant.
The vacuum in ihe boiler setting and fiues draws in cold air through the
porous brickwork, cracks, leaky cleaning and dusting doors, and through
firedoors opened for hand firing. The heavily shaded area indicates where
the greatest heat loss occurs, due lo the large quantity of cold air reducing
the temperature of the gases and rate of heat transfer to the water in the
boiler. The tighter shaded area shows the draft loss through leaky flues.
which reduces the static chimney draft by lowering the gas temperature, and
reduces the available draft by increasing the volume of gas to be handled by
the chimney.
Pig. 124 shows the conditions when forced draft is applied to lake care
of the draft resistance of the fuel bed.
The vacuum in the boiler setting and flues is much less, so that the
inleakage of cold air and consequent waste of fuel is greatly reduced. Verr
little cold air is drawn in through open firedoors, as the vacuum above the
fire is extremely small.
ib. Google
Ml^CII AN ICAL DRAFT
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PiE. 124. E>iBBrBr
of Forced Draft Plant.
A further economy may be gained by the use of cheaper fuels which
generally offer much greater draft resistance, since there is no reasonable
limit to the air pressure which may be maintained in the closed ashpit.
When forced draft is used for increasing boiler capacity, an operating
limit is set by the capacity of the chimney, and to pass this limit, induced
draft must be used as -well. Fig, 125 shows how the condition illustrated by
Fig. 124 is modified by the addition of the induced draft fan.
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Pig. 125. Diagram of Combined Forced and Induced Draft Plant.
Even under these intensified conditions, the loss as shown by the heavily
shaded area is less thau under those for the natural draft of Fig. 123, because
the vacuum over the hre is so small.
The dotted lines in Fig. 125 show wh^t happens when the operating
limit of forced draft alone is passed. As the chimney is overloaded, it cannot
cause sufficient draft to overcome the resistance of the setting and flues at
this higher capacity, and the forced draft builds up pressure above the fire.
This pressure continues through- a part of the boiler setting as shown by
the dot-shaded area. Where this pressure occurs, the gases escape through
leaks into the boiler room, causing great discomfort; brickwork, furnace
fronts, fircdoors, and so forth, deteriorate rapidly. While the draft n
of the fuel bed is unchanged, the ashpit pressure, which is n
ib. Google
JECHANICAL DRAFT
atmospheric pressure, is higher than when the induced draft is added. There-
fore, the cost of operating die induced draft is somewhat offset by the
reduction in cost of operation of the forced draft, due to the lowered ashpit
pressure.
Induced draft alone is not generally applicable for increasing boiler
capacity. Fig. 126 illustrates how it increases the leakage loss in compari-
son with Fig. 123, which is represented by the dotted curve.
Fig. 116. Diagram of Induced Draft Plant.
When economizers are installed, the temperature of the chimney gases
is reduced, and the resistance of the economizer is added to those of the fuel
bed, boiler setting, and so forth, and the natural draft of the chimney is
often rendered insufficient to carry the desired load. This defect of draft
may be made up by induced draft fans. Fig. 127 is a diagram illustrating the
addition of an economizer and induced draft fan to the plant as shown in
Fig. 123.
Fig. 137. Diagram of Economizer and Induced Draft Plant.
As shown by the dotted line from Fig. 123, the induced draft fan just
makes up the draft losses due to the resistance of the economizer and the
reduced static chimney draft occasioned by the lowered gas temperature.
ib. Google
ib.Google
MECHANrCAL DRAFT 227
There are two ways of producing mechanical draft in common practice. —
by fans and by jets. Each method hag its advantages and is better suited to
some conditions than the other is. Fans usually take much less power to
operate than jet-blowers, because the simplicity of jet-blowers has resulted
in their haphazard manufacture. However, A. Cotton states that steam jet-
blowers whose power consumption compares favorably with that of fans are
made; although ill-proportioned and wasteful blowers arc widely offered.
Jet-blowers have nothing which can break down or wear out, so that in
reliability they are not approached by fans. Furthermore, they cost less and
need no foundations. Chi the other hand, the steam used by jet-blowers is
lost, while that used by fan engines or turbines may be recovered in feed-
water heaters or condensers. The steam of jet-blowers, by raising the posi-
tion of highest temperature, keeps the grate bars cooler than usual and tends
to reduce the formation of clinker.
Disk fans mounted on the same shaft with steam turbines are used for
low pressure forced draft work, generally a separate fan to each boiler.
Owing to their extremely high speed, sufficient pressure is generated to give
fairly high combustion rates. In some types, the turbine exhaust is discharged
intp the ashpit ; in others the turbine is fully enclosed, and the exhaust may
be recovered by condensation.
The best examples of jet-exhausters for induced draft are offered by
locomotives and by the evasi chimneys mentioned in Chapter 6.
Forced Draft
' I 'HE first considerations in designing a forced draft installation are the
'■ quantity of air required and the pressure. It is common to allow either
12 cubic feet per minute per B.H.F., or 18 lbs. of air per pound of coal.
These figures should not be used indiscriminately, as the air required will
depend upon the kind of coal and the method of burning it. For stoker
work, fans should be capable of furnishing 50 per cent excess air above the
theoretical amount. The pressure required will depend upon the kind of
coal to be burned and upon the rate of combustion. Reference should be
made to Fig. 97. In stoker firing, the stoker manufacturer should be con-
sulted, since the pressure necessary to generate a given boiler capacity differs
greatly with different types of stokers. With fans, great care should be
taken to get these quantities as accurate as possible, for if the fan proves to
be improperly proportioned for its work, it cannot be changed without con-
siderable expense. With jet-blowers, more latitude is offered, since changes
in the size of nozzles are readily made. But the characteristics of any jet-
blower under advisement should be carefully considered, as it is the lack of
such consideration that is responsible for frequent waste of power.
Forced draft pressures have increased rapidly in recent years, A few
years ago, pressures above 2 in. of water were not called for. Such
pressures as were used were met by fans driven at slow speed by engines.
At present, underfeed stokers developing high boiler ratings need pressures
up to 8 in. o£ water, and the higher fan speeds necessary have caused the
engine to give way to the more dependable steam turbine or electric motor.
The principal resistance against which the forced draft fan must operate
is offered by the fuel bed. This is changing constantly, varying the pres-
sure and the volume of the air delivered by the fan. The fan speeds
are usually controlled by an automatic device and are continually changing.
The pressures required from the fan vary with the boiler load, from 1 to 8
in. of water. The speeds of the fans are high and they require con-
siderable strength. Because of the changing speed, the fan impeller must be
strong enough to resist not only centrifugal forces, but also stresses caused
by the changes in torque.
ib. Google
MECHANICAL DRAFT
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Table le. Sise> and Weight of Forced DiaR: Pens
'"Wi.—-
INCHES
■^
A
B ] C
500
1,000
1.500
4.3
8.6
13
55
77
95
50
68
80
43
61
74
1.700
3.300
4,800
2.000
3.000
4.000
17
20
24
110
135
155
94
115
129
86
105
122
6.500
9.000
12.000
5,000
10,000
16,000
43
86
. 130
174
246
300
145
195
233
136
192
236
15.000
30,000
46.000
Fan Drives. Forced draft fans, whether automatic regulator is used
or not. should be driven at variable speed. The most satisfactory method
is by steam turbine. For the smaller fans (capacity about 25,000 cu. ft. per
min.) good steam economies can be secured with a direct connected turbine.
For volumes in excess of this helical gears should be installed between tur-
bine and fan.
The direct-current motor with a speed reduction of SO per cent, is well
adapted to driving fans. The reduction should be first accomplished by
field control, then at th; lower speeds by armature control. The speed con-
trol is important as the horsepower of a fan operating against a given re-
sistance changes as the cube of the speed.
In large power plants power for auxiliaries is often furnished by a.
turbine-driven alternator ; this is not an advantage, as far as the fans are
concerned, because alternating current motors are not efhcient a: reduced
speeds. This motor is preferable, however, when the fans are to be placed
in a boiler bouse or other part of the plant where the commutator of the
direct current motor would be exposed to dust and dirt.
ib. Google
MECHANICAL DRAFT
Operatine Difficulties. A properly designed forced draft fan should be,
and usually is, one of the most reliable piecea of apparatus in the power
plant However, certain troubles and difficulties are encountered more fre-
quently than necessary. Oil escapes from the fan bearings, being picked up by
the entering air and carried into the fan impeller. As fan bearings are ring
oiling the oil reservoir may become empty and cause the loss of a bearing
lining or shaft
The fans may fail to deliver the required volume at the neces&ary
pressure. This reduction in pressure may easily occur even with fans
that will meet their guarantees when tested on the manufacturer's test
plate. This discrepancy is due to the difference between the test and installa-
tion conditions. On the test plate the fan is connected to a long straight
duct Very seldom is any such arrangement found in an actual plant
Whenever possible a layout of the duct work leading to the fan should be
given the fan manufacturer, and he should be asked for approval and recom-
mendations.
The lack of proper balance is the most serious difficulty encountered
in fans. If this is allowed to continue, the metal in some part of the fan
impeller will be fatigued to the point of rupture. Out-of -balance is largely
in the control of the manufacturer, but is occasionally caused by negligence
on the part of the operating force. All fan wheels will accumulate dust and
should be cleaned regularly. Ordinarily a forced draft fan that is cleaned
every two months will not accumulate sufficient dirt to impair its running
balance.
Types of Fans. Fans may be classified according to the style of blading,
whether backwardly curved, radial, or forwardly curved. Characteristics of
each type are given in l-'igs. 128, 129 and 130. The behavior of these different
20D 100 10
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Fig. 138. Presiure CharacteriBtica of Backwardly Curved Blade Pana.
types determines their applicability to meet the particular problem under
consideration. The conditions imposed by hand tiring and by each of the
various types of stokers are different, and the demands of each at different
ly Google
McCormlck Buil<UnK> Cbicngo, HI., equipped with Hdne Standard BaU«n.
.Google
MECHANICAL DRAFT
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Fir. H9. Premure Cbaracteriatics of Radial Type of Fans.
loads are different. The pressures required at different loads must therefore
be compared with the fan characteristics to determine which type of fan
will be appropriate.
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Pressure Characteristics of Porwardly Curved Blade Fans.
ib. Google
232 M ECU AN ICAL DRAFT
For use with stokers, there is a. teniptaiion to pick a small fan and accept
a poorer efliciency for the peak loads, especially when they occur for only
a short time each day. Whether this is good economics will depend upon
the frequency and duration •<{ the peak loads. There is always danger that
the tip speed of the fan so selected will be too high at the peak load. Fans
are designed for a safe tip speed of 16,000 to IS.OOO ft. per min. An excellent
specificatioti requirement is that the fans shall be run without showing any
signs of permanent distortion for two hours at a speed 25 per cent above
the highest operating speed. As stresses due to centrifugal force increase
as the square of the speed, the stress during the two-hour run will be about
50 per cent greater than under the most severe specified condition. This test
can be met by any properly designed fan without causing harm to show up
then or later. Tests at higher than 25 per cent overspeed should not be
called for, as the stresses put upon the fan might be great enough to start
ruptures, which might escape inspection after the test run.
Performance of Fan. A test on a manufacturer's test plate with the
fan blowing into a long straight duct is simple enough, although it requires
extreme care, but to test a fan after installation is extremely difficult The
only readily available instrument for measuring the volume of air Jn a duct
is the double pitot tube. Fig. 131 shows this tube and its connections to the
indicating gages. When the pitot tube is carefully used, volumes can be
determined within 2 per cent accuracy. To secure this accuracy, measure-
ments must be made in a straight run of pipe far enough away from the
fan so that the turbulence it sets up in the air is dissipated, and a smooth
steady parallel flow is insured. Usually the distance from the fan outlet to
the pitot tube should equal 10 or 15 pipe diameters. In most forced draft
installations there is no straight pipe of this length, so that the results must
be regarded as indeterminate. The readings with a pilot tube are sometimes
surprisingly accurate, even when it is placed close to the fan outlet, but never-
theless one should always select as a place of measurement the longest run
of straight pipe available.
The volume delivered by the fan can be determined from the manufac-
turer's pressure, volume and horsepower-volume curves, drawn for the
Speed al which the fan is tested. The pressure can be determined by taking
^ve or six readings at different places in the main duct, allowing about '/»
in. for the loss from the tan outlet to the main duct. The volume corre-
sponding to this pressure can be determined from the pressure- volume curve.
If the fan is driven by a motor so that the horsepower can be determined
for the same conditions an additional check can be secured from the horse-
power-volume curve. The volumes determined by pressure and by horse-
power should check within 5 per cent.
When the air velocities are measured by a pitot tube, the duct must be
divided into at least 16 equal areas and a reading taken at the center of each.
In obtaining the average of the 16 readings of velocity pressure, the veloci-
ties can be calculated for each reading and the averag: then determined ;
or the average velocity pressure can be calculated by squaring the mean of
the square roots of the 16 readings.
The pitot tube shown in Fig. 131 is double. The small inside tube is
open only at the end, which must point directly and truly into the air stream.
The pressure indicated on a U tube with one leg connected to this inner
tube and the other leg open to the atmosphere, is the static pressure in the
pipe plus the velocity pressure. The larger outside lube is plugged at the
end and has four 0.02 in. holes drilled perpendicularly through the sides. The
pressure indicated on a U tube with one leg connected to this outer tube
and the other leg open to the atmosphere is the static pressure in the pipe
only, since because of the small perpendicular holes, the pressure is entirely
independent of the air velocity. The difference between these readings is the
velocity pressure. If, instead of connecting U gages as just described, the
ib. Google
MECHANICAL DRAPT
PJK- 131. A Oouble Pilot Tube for MeaBuring the Volume of Air in a Duct.
inner tube of the double pilot tube is connected to one leg of the U gage, and
the outer tube to the other leg, the reading of the U gage will now be the
velocity pressure, since the static pressure is applied to both legs of the
U gage and is thus canceled.
The velocity can be calculated from the velocity pressure by the follow-
ing formula :
i-^\im,lj_ (13)
■>i^
y = velocity, feet per minute.
p = velocity pressure, inches of water.
w^ density of air in pipe, pounds per cubic foot.
At 65 deg. and standard barometric conditions, the density of air h
0.0?S !b, per cubic foot. The above formula is readily derived from
Vl=2sh (14)
J',^ velocity, feet per second,
g =32.2=: acceleration due to gravity.
A ^ head, feet of air (equivalent to f in inches of water).
ib. Google
.S'6-
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ib.Google
MECHANICAL DRAFT
The horsepower represenled' hy the air leaving the fan, usually called air
horsepower, is the fan output and can be calculated from
H.P. = 0.000.158 0? (15)
Q = volume, cubic feet per minute.
f = pressure, inches of water.
If this fan output is used to determine the mechanical efficiency of the
fan, p should be the total or impact pressure ; that is, the sum of the static
and velocity pressures, which sum is given by the reading at the small open
end tube. If the static efficiency is to be found, the fan is not credited with
the energy due to the velocity of discharge, and p should be the static
pressure, or the reading given by the large outside tube. The quantity of air
handled per minute by forced draft fans is frequently a large percentage of
the cubical contents of the room in which the fans are placed, so that not
infrequently the static pressure in the room is 02 in. below atmosphere. This
condition will automatically be taken care of by the readings of the U
tubes themselves, provided they are always placed in the same room from
which the fans are exhausting their air.
Duels and Dampert, The shape and arrangement of ducts and the plac-
ing of dampers has an important effect upon the pressure of the fan as car-
ried through to the stoker windbox. Bends should have an inner radius of
from l|/i to 3 diameters. Y's should be used in preference to T's, and if T's
are necessary the "Poor Type" of Fig. 132 should be avoided, if possible, or
the sharp comers changed to be like the dotted lines. The one marked
"Good Type" with rounded comers and deflecting plates is preferred; and if
the ducts are of rectangular cross-section, the deflecting plates are easily
applied.
t f
t H'
t t
horTyp* Good Type
Fig. 133. Oood and Poor Forms of Tee*.
Dampers. When two or more fans blow into a comtnon duct, outlet
dampers for each fan must be provided; these can be closed when any fan
is not in operation. These dampers frequently cause Urge reductions in
fan pressure. An ordinary butterfly damper should have a small indi-
cator placed parallel to the damper and fastened to the damper shaft outside
the duct, whenever the damper handle itself will not serve as an indicator.
When the handle can be placed in a position other than parallel to the
damper itself no one can be sure when the damper is open. The butterfly
damper should be placed as far from the fan as is convenient. Its shaft
should lie in a plane perpendicular to the fan shaft ; that is, the damper
shaft should always be vertical rather than horizontaL
Louver dampers are frequently placed in or close to the fan outlet
The shafts of these should also be provided with an indicating mechanism.
They should be vertical, particularly with the small housing types of
fans. The air in the fan outlet is in a highly turbulent condition due to the
ib. Google
236 MTCH AN' 1 CAl. DRAFT
action of the wheel and docs not come from tlic oiillet in parallel lines
and with even velocity distribution. When louver dampers are used in
the fan outlet with horizontal shafts arranged parallel to Ihe fan shaft.
the pressure readings taken beyond the damper will invariably show that
the best position of Ihe damper is partly closed and not wide open. If the
shafts are vertical, the damper in its wide open position wi!l always ofFer
the least restriction, and the resistance will be less than in any position with
the horizontal shafts.
Screens for forced draft fan inlets should always be provided. Serious
accidents have occurred in instances where the arms and legs of attendants
have been drawn into contact with the impeller. These screens sometimes
present a serious obstruction; but they need not be heavier than !^-in. wire.
nor closer than 2-in. mesh. There have been occasions when inlet screens
made of ordinary expanded metal have offered a resistance sufficient to cause
a 1-in. drop in pressure in the tan inlet.
Air Leakage in Ducts. All ducts carrying air under pressure must be
tight The leakage that can occur in ordinary ducts is seldom appre-
ciated because the air cannot be seen. Air will leak through joints much
more easily than water will. The pressure on a forced draft duct may be
6-in. of water, representing a head of air of 416 feet. In carrying water
at a head of this magnitude ihe utmost precautions would be taken to keep
the ducts tight, but with air the importance of this point is apt to be over-
The leakage loss in the average installation is always rearer 20 per
cent than 10 per cent. Even concrete ducts do not prevent the leakage.
In some large concrete ducts it is so great that pressure cannot be created
in them. The inner surfaces of all air ducts, whether concrete or metal,
should be liberally coated with a good paint. The larger ducts of the sys-
tem will have the most leakage, and should be painted while under pressure.
Induced Draft
TO decide upon satisfactory induced draft installation necessitates a great
deal of experience and common sense. It is simple enough to Rgure the
weight of the gases from the amount of air supplied to burn the fuel, and if
the temperature is known, to figure the volume of those gases. The tem-
perature, however, and consequently the volume, cannot be predetermined
accurately. The intiitration through boiler settings, flue connections and
economizer ts an uncertain quantity; it does not remain constant, but in
time increases ; the fan, however, must always be capable of overcoming
any pressure set up in the fire-box. The infillering air is cold and not
only adds to the weight of the gases but reduces their temperature. An
induced draft fan should be selected therefore with plenty of reserve
capacity. The driver for the fan should also be large, with at least'20
per cent excess power.
Table 17 may be used as an example of induced draft fan sizes; but the
dimensions differ considerably with different manufacturers.
The chief troubles with induced draft fans are mechanical; high speed
fans, particularly, becoming unbalanced. The cinders passing through
the fan cause a certain amount of erosion. The scroll sheet or round-
about of the fan housing suffers most, and the inlet edges of the fan
blades sometimes show signs of wear. In all induced draft fans the scroll
sheet should be at least V«-in. thick. When oil leakage occurs, dust
and cinders are deposited on the blades. They pack down tight and form
with the oil a heavy hard cake. The leakage oil runs along the shaft
through the shaft opening in the housing, and from there is carried into
the fan wheel, covering the blades.
ib. Google
MECHANICAL DRAFT
Table 1 7. Kzes and Weighta of Indticed Draft Pant.
*«.<,«,-.
Fu OtttM Aiw.
A
INCHES
C
60
'^
100
200
400
1.6
3.2
6.4
52
70
95
48
04
87
1.000
2,000
3.700
GOO
800
1.000
9.6
13.00
15.00
120
140
156
110
128
143
109
120
138
5,500
7,000
9,000
2.000
3,000
32.00
48.00
220
270
202
248
146
170
17,000
25,000
Most induced draft installations are of single inlet fans with overhung
wheels. The two bearings are then outside of the flow of hot gases. Tbi;
wheel is satisfactory, provided the shaft is large enough.
The heat of the gases handled by the fan is conducted along the shaft
to the bearings, and these bearings must be water-cooled, A short cast iron
pedestal set in concrete is a satisfactory support. The concrete can often be
brought up almost to the bearing bases ; the bearings are then mounted on
I-beams securely embedded in the concrete. Built-up structural steel pedes-
tals should be used only for very slow speeds and low powers.
In the larger cities the nuisance caused by the discharge of solid
matter from the stacks of power houses must be overcome. The under-
feed stoker has to some degree eliminated the discharge of black clouds
of smoke. But owing to the high draft pressures used at large boiler
loads, the discharge of heavy cinders has been aggravated. In one type of
draft fan, the dust and soot are separated from the gases, and are delivered
into dust chambers, from which they fall by gravity into collecting hoppers.
The cinder-separating induced draft fan has an c^ictency of dust removal
of 75 per cent It is substantially a paddle wheel fan of good propor-
tions and takes about 10 per cent more power than the plain fan.
The allowable speed on induced draft fans u considerably less than
ihat on forced draft fans, even when the construction is identical. The
temperatures of the gases handled by the induced draft fan range from
ib. Google
ib.Google
MECHANICAL DRAFT
300 to 750 deg. At lower boiler ratings with the gases passing through
the economizer, temperatures may be as low as 300 deg. The flues are
usually arranged so that the gases can be by-passed and do not pass through
the economizer. With high boiler ratings and the economizer by-passed,
temperatures n-ill sometimes be as high as 750 deg. A high fan speed is
then required, as the draft loss at these high ratings, even without thu
economizer, is considerable. In addition, owing la the high temperature,
the fan must handle a large volume of gases.
Somewhere between 500 and 700 deg., the elastic limit of iron and
mild steel is only SO per cent of the elastic limit at ordinary temperatures.
say of 70 deg. The designers of rotating machinery have found that jl
is not safe to stress material above one-third the elastic limit. These con-
siderations are borne out specifically by the behaviour of induced draft fans.
The desire for high-speed direct-connected units resulted in many installa-
tions of the backwardly curved blade fan for induced draft. This practice
has been almost entirely discontinued, as the fans were installed for speeds
4^000
S'JO.OOO
ft 20,000
E
I IftOOO
1
1 1 1 I 1
~
/-
.-
1 Im/itcfil'D^'ft Ti,«ptnjfimtf "■>
^
s
1
~v.
j.^;
L.
__
~'
'-
-
u
_^
Pig. 133. Variation of Yield Point with Temperature.
that produce stresses of 10,000 lb. per sq. in., and ihey failed when the
clastic limit of the materials was reduced because of the high temperatures.
Fig. 133 shows how the elastic limit, or more properly the yield point, varies
with the temperature.
The peripheral speed of induced draft fans should be limited to 11,000
ft. per min. It is true that most of the time when the gases are passing
through the economizer a fan so limited will be unnecessarily strong. But
even though the high temperatures and large volumes occur only seldom the
fan must always handle the necessary load.
Load on Indnced and forced Draft Fans. The induced draft fan must
take care of all the resistances, from the lire-box through the boiler and
economizer. The resistance cannot be overcome by the forced draft fan,
because positive pressures would be produced, blowing the gases of com-
bustion out through the leaks. The forced draft fan has the advantage
of working with gas of greater density, and should supply the pressure nec-
essary to overcome the resistances as far as the top of the fuel bed.
Suppose the density of the gases handled by the induced draft fan is
htlt that of the air handled by the forced draft fan, a not unusual condi-
tion; then to overcome a given resistance the induced draft fan will require
twice the power. Consider an installation in which 4 in. of water is
required for the forced draft and a static sucticti of 2 in. of water is required
ib. Google
240 MECHANICAL DRAFT
at the stack end of the economizer. The difference between these two
pressures (one positive and the other negative) is 6 in. of water. If the
forced draft fan supplied the whole pressure drop of 6 in. the horsepower
required would be
0.000158 X Volume X 6
Fan Efficiency
If, however, (he whole pressure drop was taken (
draft fan the volume handled would be twice t
same fan efficiency the horsepower will be
0.000158 y (2 X Forced Draft Volume') X 6
Fan Efficiency
^ 2 X Forced Draft Horsepower,
The fundamental formula for the work done by a fan shows this differ-
ence more clearly. The work done by a fan can be expressed by
J = wXQXh (16)
where / is the work, w the density, Q the volume, and h the head in feet
of gas of density w. For both forced and induced draft fans the product
(ui X Q), which equals the weight of gases, is the same, ignoring very slight
change in specific gravity due to the different chemical composition of the
two gases. But h for the forced draft is only half the h required to produce
the same difference in the water column when the work is don: by the in-
duced draft fan. The 6-in. water pressure represents 415 ft of the cold air
and 830 ft, of the hot air. In view of this peculiarity the induced draft fan
should do only that work which on account of the nature of the service
cannot be done by the forced draft fan.
Tetling of Induced Draft Fans. The greatest difficulty in testing these
fans as installed is to locate a straight run of pipe where a steady, uniform
and straight gas flow can be obtained. The pitot tube. Fig. 131, gives some
indication of the fan performance. The volume of gases is sometimes
determined from the weight of coal burned and the CO, readings. Theo-
retically the results should be fairly accurate, but practically they are uncer-
tain, owing partly to the fact that a small difference in the percentage of
CO, corresponds to a great difference in volume of the air. Ths densities
of the hot gases of combustion and of the cold infiltering air differ greatly,
so that the mixture stratifies, and it is extremely difficult to secure a fair
sample. The leakage is through the walls of the passages ; consequently the
air almost entirely surrounds the moving mass of gas and the percentage
of CO, will be greatest near the center. Even after passing through the
fan this stratification is still evident.
The most satisfactory method of testing an induced draft fan is to
divide the fan inlet duct into say 16 equal areas and take a reading of
velocity with the pitot tube at the center of each of these areas. Knowing
the temperature and consequently the gas density, the volume of the gases
can be calculated from these readings. The formulas for the testing of
forced draft fans are applicable. The velocity should be measured on the
inlet, rather than the outlet side. The flow to the inlet is almost invariably
accompanied by an increase in velocity, and is a maximum at the fan inlet
The movement of the gases tends then to become steady and uniform, and
the velocity can be measured accurately in a short run of straight flue
On the outlet side the fan wheel causes local eddies in the air, so that
any velocity determination is extremely difficult The test must be made
with the pitot tube or its close equivalent.
In the smaller plants the induced draft fan may furnish all tlic neces-
sary draft, the stack being only a short connection to discharge the hot gases
above the roof. This is good practice from the standpoint of cost but a
plant of any size may create a nuisance, as the discharged soot and cinders
settle thickly on nearby structures. Most of the latter plants use fair sized
ib. Google
JECHANICAL DRAFT
by-pass; the second damper separates the suctioi
fan. The fan damper should be on the inlet rather
because the^ dead pockets formed by a fan with i
be avoided in induced draft flues. When the fan is
datnper closed, there is no movement of gas in
Such an arrangement has been known to result
damper in the by-pass should be as tight a
between fan outlet and inlet is equal to
1 and discharge of the
than on the outlet side,
n outlet damper should
by-passed and the outlet
the whale fan housing.
Pig. 134. Ideal Connection of Pen to Stack.
by the fan and any leakage space around the by-pass damper will permit a
recirculation of gas, which will reduce the capacity of the fan for handling
fresh products of combustion from the boiler.
In laying out the connection from the fan outlet to the stack port all
bends (sharp ones especially) should be avoided. The static pressure in
this connecting duct is below atmosphere only by the amount of suction
produced by the stack. When air flows around bends the pressure is
greater on the outside of the curve. If a pressure around a bend becomes
greater than the stack suction, some of the products of combustion leak
into the boiler room. Even a very small amount of this leakage is objec-
tionable, as it makes the boiler house unpleasant to work in. Fig. 134 shows
an ideal connection between fan and stack.
ib. Google
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II
ib.Google
CHAPTER 8
PIPING AND ACCESSORBES
THE same care given to the design and inslallation of boilers and engines
should be given to the piping system. The object of any system of bolter
room piping is to conduct el fluid safely from one point to another. This
must be done with economy, but no commercial consideration should be
allowed to interfere with the fundamental requirement of safety. More
accidents originate in defective piping than in defective boilers. The failure
of pipe, fittings and valves is due not as a rule to excessive fluid pressure,
but to the presence of water in steam lines, excessive and continued vibra-
tion, changes of temperature, and faulty methods of support.
Water in sUam lines is a source of danger, and every precaution should
be taken to avoid its presence.
The chief danger from water in steam lines is water-hammer, which
generally results from admitting high pressure steam into a cold pipe con-
taining condensed water. In pipes nearly horizontal, Stromeyer has shown
that under these conditions a slug of water may attain sufficient velocity
to burst massive fittings. He cites an instance where a large boiler stop
valve disk was turned inside out and driven into the boiler against the steam
pressure. Piping systems should be designed either to avoid the possibility
of water accumulating on top of closed valves or to provide ample and
accessible drainage facilities. This requirement is of especial importance in
connecting boilers into a main steam line. Where pipes are connected to
safety valves to enable them to discharge above the roof, the connection to
the safety valve casing should be fay means of a Tee, A pipe — at least I'/i
in. — should be taken from a blank flange on the lower leg of the Tee to
insure permanent drainage; and this pipe should be without a valve or other
obstruction, but should discharge into the atmosphere or blow-off tank.
Piping should be erected so that water-collecting traps or packets will
not be formed. Large drain pipes should be provided wherever pockets
cannot be avoided. Drains should be placed at the bases of risers and wher-
ever water can accumulate because of the closing of a stop valve. If drain
valves are not likely to be attended properly, drains should be trapped, so
that the water will be removed automatically. Steam supply branches should be
connected to the upper side of mains. Drains should be connected to the low-
est point of reducing flanges, reducing. tees, and taper reducers. Steam lines
should be installed with a uniform grade of about 1 in. to 40 ft., so that
they will drain to some predetermined point. Drainage is more complete it
the water and steam flow in the same direction.
yibralion in piping is a source of trouble and danger to the pipe itself,
and to joints, valves, fittings, supports and anchors. It is often set up by
water slugs delivered by ill-designed or carelessly operated boilers, or from
accumulations of condensed water. Modern power plant practice favors
high steam velocities, which tend to diminish condensation. But slugs of
water are then driven along at higher velocities, and as their kinetic energy
increases as the square of their velocity, the vibration trouble is aggravated.
Consequently, drainage facilities cannot be neglected because of high velocity
alone. As a matter of fact, condensate is more apt to be carried past drip-
pockets and separators by high, than by tow velocity. Vibration is also
caused by the intermittent flow of steam to reciprocating engines, unless
separators or receivers are installed in the steam lines close to the engmes.
ib. Google
Erfiansion and Contraction. Pipes are bound to expand when heated
by the entering steam and hot water and to contract as the temperature falls
with the shutting off of the steam or water. The increase in the circum-
ference of a pipe becaQse of an increase in its temperature is of little practical
consequence. The lengthwise (linear) expansion of a pipe is great, how-
ever, for pipes used in power planl practice. The force exerted by expand-
ing and contracting pipe is practically irresistible. Therefore, piping must be
anchored, and then the direction in which it will expand and contract can be
predetermined and the expansion and contraction absorbed, so that it will not
damage the pipe itself, the iitlings forming a part of the line, or the appara-
tus to which the pipe is connected.
Selection of Syslcm. The selection of the piping system shotild be based
upon the factors of uninterrupted service, low cost of operation, and low
cost of instaUation. The piping system, boiler and prime movers should
be selected at the same time, and to form a single uniL If uninterrupted
plant operation is of value, piping must be so designed that its failure tn
part will not shut down the whole plant. The point to which it is justifiable
to carry refinements insuring continuous plant operation depends upon the
commercial value of uninterrupted service.
The layout of essential power plant piping should be consistent. If
steam mains are well protected, feed mains, exhaust mains, oil lines, and
other essential portions of the piping equipment should be protected in the
same way. Heater, economizer or condenser connections need not be thus
refined, because operation without them is possible, although it may be
decidedly undesirable. This is especially true of plants containing more
than one of each economic auxiliary. These should be connected so that
they can be operated temporarily at an overload with reduced economy,
should one unit or its connections fail. The feed-water temperature may
be ISO deg. when two healers are used instead of three, but even that is
preferable to cold water. Overloaded condensers may mean a vacuum much
less than normal, but this is preferable to exhausting to atmosphere.
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Fig. 135. IKacrain of End to End Kngle Header Syatem.
The single header syslem. Figs. 135 and 136. is simple and the first cost is
low. For the end-to-end arrangement of boiler room and engine room.
Fig. 135, this system is not reliable, as a break in one of the mains shuts down
the entire plant. For the back-to-back arrangement of boiler room and
engine room, Fig. 136, the feed-water header and exhaust header are still
undesirable, although the steam header can be divided by valves and part of
the plant operated if some one section fails.
ib. Google
Fig. 136. Diagrt
o Beck SiitEle Header System.
With the duplicate header system. Figs. 137 and 138, the plant is much
more reliable, but the first cost of the system is high, aud each piece of
apparatus must be connected to two independent headers. Unless both
headers are in continuous operation, or are located at a considerable distance
from the apparatus, joints and connections are subjected to severe strains
due to expansion and contraction.
^B. 137. Diagram of Duplicate Header System.
D,g,tze:Jbi Google
,Google
I>^K. 138. Diagrani of Duplicate Header Syitem.
The hop or ring header system. Figs. 139 and 140, is more reliable than
the single header system, but its tirst cost is high. It has advantages when
the physical limitations of property or buildings prevent the installatinn of
fe.
Wtz^^H
fita Mrttr ioije-'-
Fig. 139. Diagram of Loop Header System.
The ii'iiV lyslem, P'ig. 141, represesits llie l>est standard practice for large
plants, but it can well be used in plants of moderate size. The complete
plant is virtually composed of small independent units, any one of which
can be shut down without aifectin^ the others. The lirst cost of this sys-
tem is high, but is more than justified when uninterrupted service must be
had. The high first cost is due not alone to the piping system but also to the
fact that each engine or turbine has its own separate boilers, condensers, feed
pumps, circulating pumps, vacuum pumps, and feed-water heaters. Separate
coal-and-ash handling equipment is also supplied for large units.
ib. Google
I f ntd WattrLoofi-^--'
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Cnglnt [ngint £n^n*
^
Fig. 140. Diagram of Loop Header System,
Balm
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Fig. 141. J^agrtun of Unit System.
ib. Google
In a modiSed unit sytlem. Fig. 142, the complete plant is divided into
distinct sections, each entirely independent of the others and operated as a
complete plant. This system is not so reliable as the unit system because
sections of the same mains must be used; fewer auxiliaries however are
required. It is not desirable for plants which operate at a high toad factor,
but is adapted to those whose daily light load period is long enough so that
the mains can be repaired. The number of the sections into which the plant
is divided depends upon the load characteristic. If a plant requires two-
thirds of its capacity for its lightest load, three sections would be necessary.
A plant operated at half load for the greater part of each day could be
divided into (wo "■'
ft •a' Wir^tn'
Diagram of Divided or Sectional System.
The modified unit system, Fig. 142, actually requires but two auxiliaries
of each Kind ; each set of auxiliaries however should be able to handle the
light load for the entire plant. If the capacity of each set is sufficient for
full load, even though it is overloaded, the danger of shutdown due to failure
of mains or connections is greatly reduced. A complete set of auxiliaries
for each section of the plant adds materially to its flexibility, economy, and
reliability. In deciding upon the number of sections, the size and accessi-
bility of the mains and the time required for their repairs should be con-
Piping should always be accfssible, for safety and economy. The ac-
cessibility possible for any given set of physical conditions should be a factor
in the selection of a piping system, because it affects the time required for
repairs and therefore the reliability of plant operation.
ib. Google
A part of the 8S50 H. P. instaUatioa of Heine Standard BoUeri and Heine
Superheater* in the New York Central Railroad Terminal, New York City.
Thii company operate* 18,000 H. P. of Heine Boiler*.
ib. Google
The durability of boiler room piping has an important effect on the
continuity of service. Irrespective of its first cost, the best pipe and pipe-
^tting material, will be the cheapest in the long run, for any but the most
temporary installations.
A diagramalic layout of boiler room and engine room piping should be
made for every plant, and a copy of this diagram posted m a conspicuous
and accessible place in both boiler and engine room. The diagram should
be large enough so that all the lines and captions can b« quickly distin-
guished. All valves should be numbered and the diagram accompanied by a
tabulation of the lines or equipment controlled by each valve. The diagram
can well be made as a tracing. Any requisite number of copies can then be
made, and it can be easily corrected and kept up to flate in the event of
changes in, or additions to, the piping system.
Identification of Piping
A STANDARDIZED color scheme is a practical aid to
■**■ piping. The report of the A. S. M. E. Committte
Power House Piping, suggests that color shall be used on
fittings only, the piping Itself being painted to conform t
of the room. The colors recommended are as follows :
Division
High pre
the identification of
on IdentiUcation of
flanges, valves and
o the color scheme
Fresh water, low pressure .,
Flanges and Rttings....
...White and Green Stripes
Pipe and Piping Materials
PRACTICALLY all boiler room piping is made of either mild steel or
wrought iron. Because of its lower price, steel pipe is more common
than wrought iron, and for most purposes fulfills all requirements.
Wrought Iron pipe is more durable than steel pipe, especially when buried
under ground or subjected to extreme exposure. It is said not to corrode a
easily as steel and therefore is to be preferred for blow-off pipes, drips and
drains, and wherever corrosion may be severe. The term "wrought iron
pipe" is often used loosely, for bo!h steel and wrought iron pipe. In the trade
steel pipe is furnished, unless genuine wrought iron pipe is specified.
Cast iron pipe is used for low pressure work. Because of its low tensile
strength and consequent great weight, it is seldom used for high pressure
pipe. Cast iron is used however in the construction of headers, although
it is not recommended for high temperatures. For complicated headers with
a, number of branch lines, a casting is cheaper than Rtttngs, and the number
of joints is considerably less.
ib. Google
CasI steel is used for headers, especially for highly auperheated steam,
and resists high temperatures much l>et(er than cast iron. The cost of cast
steel is high, and it is difficult to secure uniform castings, free from hidden
defects.
Bran withstands the corrosive action of hot water better than iron or
steel, and i$ sometimes used for feed-water lines and headers. Its high cost
limits its use even for this service and practically prohibits its use in other
parts of a piping system. It is weak and brittle at high temperatures.
Copfier is expensive, deteriorates rapidly under high temperatures, and
weakens under recurrent stress variations. It was formerly popular in marine
service because of its flexibility, although this is offset by its low tensile
strength.
The use of high pressures and high degrees of superheat is increasing,
so that the total tcmperatvre of water and steam must be considered in se-
lecting materials. Table 18 gives the average tensile strength of metals
at different temperatures, as determined by the Crane Company. The table
amiies to the initial effect of high temperatures, but does not indicate the
effect of continued high temperature, as the time each specimen was heated
had to be limited. The results show however that cast iron undergoes a
slow but constant loss of strength when subjected to temperatures over 400
deg.. and that steel does not undergo any material decrease, other than its
initial loss of strength, because of continued temperatures as high as 800
Commercial wrought iron and steel pipe is divided into four weight
classifications ; standard, extra heavy, double extra heavy and large O.D.
A fifth classification, lighter than standard pipe and known as "merchants
pipe," was formerly made but its use has generally been discontinued.
Standard, extra heavy and double extra heavy commercial iron pipe is
designated by its nominal internal diameter, in si^es from Jg to 12 inches.
The external diameter of extra heavy and double extra heavy pipe is the
same as that of standard pipe, and the internal diameter therefore is smaller.
Above the 12-in. size, pipe is usually classed as "large O.D." and is desig-
nated by its actual outside diameter, although some manufacturers list sizes
with nominal internal diameters of 13, 14 and 15 inches.
Commercial wrought iron and steel pipe is butt-welded in sizes 114 in.
or less for wrought iron, and 3 in, or smaller for steel. The larger siies are
lap -welded.
The principal dimensions and the weight of standard wrought iron and
steel pipe are given in Table 19.
The same data for extra heavy and double extra heavy pipe are given
in Table 20 and 21, respectively.
ib. Google
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TaUe 22.
Ouflds
THICKNESS, INCHES
oiPlpB
H
'/»
K I ./-
H
v..
H
H
Inches
U
IS
16
Pounds
36.71
39.38
42-05
Pounds
45.68
49.02
52.35
Pounds
54.56
58.57
62.57
Pounds
63.37
68,04
72.71
Pounds
72.09
77.43
82.77
Pounds
80.72
86.73
92.74
Pounds
89.27
95.95
102 . 62
Pounds
106.00
114,00
122.00
17
18
20
44.72
47.39
57.00
55.69
59.03
65.70
66.58
70.58
78,59
77.38
82.06
91.40
93^45
104.13
98.74
104.75
116,77
109.30
115.97
129.33
130.00
138.00
154,00
21
22
24
59.20
62.60
6S.00
69.04
72.38
85.00
82.60
86.60
94.61
96.07
100,75
110.09
109,47
114 81
125.49
122.78
128.78
140.80
136.00
142,68
156.03
162.00
170.00
186.00
2a
28
30
74.00
80.00
85.00
93.00
100.00
107.00
102,62
120,00
128.00
119.44
128.78
138.13
136.17
146.85
157.53
152.81
164.83
176.84
169.38
182.73
196,07
202.00
218.00
234.00
which pipe
(17)
Large O.D. pipe is generally made in outside diameters of from 14 to 30
in., and in thicknesses ranging from J4 to J^ inches. Table 22 gives the
weight of large O.D. pipe of standard thicknesses.
Cold drawn steel tubing can be obtained in regular pipe sizes from
Ji to 4 in. ; and in the standard, extra heavy and double extra heavy weights,
as well as in special tubing dimensions and weights.
The pipe weight should be selected to give durability and to maintain
safety, rather than for initial safety. The standard bydrosUitic test pres-
sures, to which pipes are subjected at: the mills, exceed even modern power
plant pressures ; ihe initial ultimate strength of pipe is greater than any
pressure stress likely to occur in ordinary practice.
The following lormula gives the approximate pressure a
will burst :
D
P ^ Bursting pressure, lb. per sq. in.
T =: Thickness of pipe wall, inches
D = Outside diameter of pipe, inches
S — Tensile strength of material, lb. per sq. in.
Machinery's Handbook gives the value of S, determined by actual bursting
tests, as 40,000 for butt-welded steel pipe and 50,000 for lap-welded steel
pipe. Table 23 of bursting pressures, is based on the above formula.
Butt-welded pipe in sizes 3 in. and smaller and lap-welded pipes in sizes
3J^ in. and larger, are used in calculating the table. It is stated that the
accuracy of the figures has been checked by exhaustive tests conducted by
the National Tube Company.
The pressures given in Table 23 are the approximate pressures at
which new pipe will burst In designing or selecting piping, a factor of
safety is used ranging from six to fifteen, depending upon the severity of
the service, the degree of exposure or corrosive action encountered, the dura-
bility desired, and the probability of future operation at increased pressure.
The second edition of the specifications issued by the Power Plant Piping
Society recommends that all pipe (except boiler feed lines) be wrought sted
with welded seams, butt-welded for the 2-in. and smaller sizes and lap-
welded for the 2^-in. and larger sizes. (General commercial steel pipe is
butt-welded in the 3-in. and smaller sizes.)
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Table 23. Appro»linate Bunting PrcMuret for Steel Pipe.
BtJKSTDIG PRESSURE, POUNDS PER SQUARE INCH
Standud Extra Hiary Doubia Eitn HsTy
s
10.784
10.384
14,928
14,000
28.666
8,608
8.088
6.744
1 8.104
I 5,184
! 5,648
11,728
10,888
9.200
23,464
21,776
18.408
2H
8,416
7.336
7,680
16,840
15,360
14,680
3
4
1 4.936
5.610
1 5.266
6,866
7,950
7,480
13,714
15.900
14.970
4M
5
e
i 4,940
4,630
4.220
6,740
6,660
14,200
13,480
13,040
7
8
B
3,940
3,730
1 3,560
6,620
5,780
5,190
11,470
10.140
BURSTINQ PRESSURE. POITNDS PER SQUARE INCn
I IdTca O. D^ yi-iu. Tfal:k | Lug* O. D, H-tn. TUek
14
15
16
2,680
2.500
2340
3.670
3333
3,120
18
20
22
24
2,080
1.870
1.700
1.560
2,770
2,500
2,270
3.080
For pipe sizes up Co and including 7 in., standard wrought steel pipe
should be used for saturated or superheated steam lines with a working pres-
sure not exceeding 250 lb. per sq, in. and a total temperature not «
700 degrees.
For saturated steam lines with a working' pressure of not ove
per sq. in. the weight of pipe in pounds per foot should be
3.69 for 8 in.,
3424 for 10 in.,
4377 for 12 in.,
and O.D, sizes should be from '/« to '/« in. thick. For saturated c
heated steam lines with a working pressure from 150 to 250 lb. per sq.
in. and a total temperature of not over 700 d^. the weight of pipe in pounds
per fool should be,
28.55 for 8 in.,
40.48 for 10 in.,
49.56 for 12 in.,
and O.D. sizes should be from '/■ to '/n in. thick.
ceding
■ ISO lb.
ib. Google
For saturated or superheated steam lines with a working pressure of
not over 350 lb. per sq. in. and a total temperature of not over 700 deg., all
pipe, up to and including 12 in., should be extra heavy, and O.D. sizes should
be ^-in. thick. For boiler feed tines with a working pressure of from
200 to 400 lb. per sq. in., extra heavy wrought steel pipe should be used up
to and including 12 in., and O.D. sizes should be 'A in. thick. If the water
is extremely bad, the use of extra heavy drawn brass pipe or extra heavy
galvanized wrought steel pipe is recommended.
For boiler feed lines with a workinfj pressure of not over 200 lb. ^r
sq. in. and with favorable water conditions, standard wrought steel pipe
should l>e used for siies to and including 7 in. ; the weight of pipe in pounds
per foot should be
2a3S for 8 in..
40.48 for 10 in.,
49.56 for 12 in.
Table 24. Standard Iron Pipe Sic*.
-.a."
ACTUAI, DIAMETERS. INCHES
APPROXtUATE WEIGHT,
0.405
0.540
0.675
0.281
0.375
0.484
.^
1.050
1.315
0.822
1.062
KM
1,70
2.50 "
3.00
4.00
1.31
1.79
f
1.660
1.900
2.375
1.368
1.600
2.062
2.63
3.15
4.20
2H
3
3H
2.875
3.500
4.000
2.600
3.062
3.500
5,75
8.30
10.90
6.04
8.72
U.45
4
6
4.500
5.000
5.563
6.625
4.000
4.500
5.062
0.126
12.70
13.90
15.75
18.31
13.33
14.60
16.54
19.23
For blow-off lines for boilers operating with either superheated or sat-
urated steam, extra heavy wrought steel pipe should be used. (Galvanized
extra heavy steel pipe is preferable to black for this service.)
I and including 7 in.; the weight of pipe
23.55 for 8 in.,
40.48 for 10 in.,
49.56 for 12 in.,
s should be from */■ to Vii in. thick.
When the corrosion due
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s laid i
Hanged pipe, built to American Water
exclusively.
Seamless drawn brass and copper pipe can likewise be obtained in pipe
sizes from ^^ to 6 in., and in the standard and extra heavy weights. The
actual inside diameter and the weights per foot of brass and copper pipe,
Tables 24 and 25, dilTer from those of wrought iron.
T«ble 25.
Bxtra H««vy Iron Pipe Sixes.
■-,SL'~
ACTUAL DIAMETER, INCHES
^'?0^zS1.^B?§^=^
OuM<l>
lodd*
B«
c„
SI
0.406
0.540
0.675
0.205
0.2S4
0.421
0.370
0.625
0.830
0.389
0.661
0.872
g
0.840
l.OGO
1.315
0.542
0.736
0.951
1.200
1.660
2.360
1.260
1.743
2.478
¥
1.660
1.900
2.375
1,272
1.494
1.933
3.300
4.250
5.460
3.465
4.462
5.733
2^
2.876
3.500
4.000
2.316
3:358
8.300
11.200
13.700
8.715
11.760
14.385
fi ■
4.500
6.000
5.663
6.626
3.818
4.250
4.813
5.750
16.600
19.470
22.800
32.000
17.326
20.440
23.940
33.600
t steel, brass, c
Pipe Fittingi
PIPE fittings are made of cast iron, malleable i
Other alloys.
Cast iron fittings are the most common, as they fulfill the usual service
requirements. They are made in standard weight, for 125 lb. working steam
pressure, and in extra heavy weight, for 250 lb. working steam pressure.
Malleable iron fittings are generally restricted to 2-in. or smaller sites.
In these they are used extensively on saturated steam lines and on boiler
feed lines with working pressures of not over 250 lb. per sq. in. Malleable
fittings are made in standard weight, for 125 lb. working steam pressure,
and in extra heavy weight for 250 (b. working steam pressure.
Cast steel fittings are now generally used on superheated steam lines,
especially when the working pressure is over 200 lb. and the total tempera-
ture is more than 500 degrees. They are made for superheated steam pres-
sures as high as 350 lb. per sq. in. and for a total temperature of 800 degrees.
Iron pipe-size brass fittings are made in two weights, — a standard weight
for working steam pressures up to 125 lb. per sq. in. and an extra heavy
we^ht for working steam pressures up to 250 lb. per sq, in. They are used
only when brass piping is installed, which is rarely.
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Pipe fittinga are divided into two classes, screwed and flanged. Screwed
fittings are used generally in the smaller sizes. The making, and more par-
ticularly the breaking, of joints is much easier with flanged than with
screwed fittings. No hard and fast rule governs the limits within which
each type of Jitting should be used. Some authorities specify flanged flttingg
on all lines 2j4 in. or larger, while others state that all Jittings 4 in. or
larger should be flanged. The present tendency seems to be to use flanged
Rttings on all lines larger than 3 inches.
Standard weight and extra heavy cast iron flanged fittings are listed in
sizes from ^ to 24 inches. Screwed fittings in the aame material are listed
in sizes from J.^ to 12 in., in standard weight ; and from Yi to 12 in., in the
extra heavy.
Extra heavy cast steel flanged fittings, for 3S0 lb. pressure, and 600 deg.
total temperature, are listed in sizes from )!4 to 24 inches. Similar screwed
fittings are listed in a more limited range, from about 3 to 6 inches.
Iron pipe-size brass flanged fittings are made in a limited range in
standard weight (from about 2 to 6 in.), but extra heavy brass flanged fit-
tings can be obtained in any of the extra heavy cast iron patterns. Iron
pipe-size brass screwed fittings are listed for 125 lb. pressure in sizes varying
from about >£ to 4 in., and in cast iron patterns, for steam pressures up to
250 lbs., in sizes varying from 'A to 6 inches.
Malleable iron screwed fittings for 125 lb. pressure are listed in sizes
from H to about 7 inches. Extra heavy malleable screwed fittings, for 250
lb. pressure, are listed in sizes from Ifi to about 6 inches.
Only the thread dimensions of screwed fittings are standardized. Un-
fortunately the other principal dimensions have not been standardized, as
have those for flanges and flanged fittings. Consequently the ditnensions of
screwed fittings vary widely with the different manufacturers.
The American Standard dimensions of flanges and flanged fittings are
accepted and used by nearly all manufacturers. The complete standard in-
cludes sizes up to 100 in. diameter. The standards most used, from 1 to 48
in., are given m Tables 26 to 29, the first two being for 125 lb. and the other
two for 250 lb. working pres.siire. The letters in the tables of fittings refer
to the lettered dimensions in Fig. 143.
The following explanatory notes apply to the tables of flanges and flange
fittings :
a — Standard and extra heavy reducing elbows carry same dimen-
sions center to face as regular elbows of largest straight
c — All extra heav^ fittings and flanges to have a raised surface
Vh in. high inside of bolt holes for gaskets.
d — Standard weight fittings and flanges to be plain faced.
e — Bolt holes to be '/i in. larger In diameter than bolts.
f— Bolt holes to straddle center line.
g — Face to face dimension of reducers, either straight or eccen-
tric, for all pressures, shall be the same face to face as given
in table of dimensions.
h — Square head bolts with hexagonal nuts are recommended.
i— For bolts, Ij^-in. diameter and larger, studs with a nut on
each end are satisfactory.
j — Specifications of long radius fittings refer only to elbows
made in two center to face dimensions. These are to be known
as elbows and long radiua elbows, the latter being used only
when so specified.
ib. Google
The general methods of conneclittx pipe are by couplings, nut unioni,
or flange unions. The first two are screwed connections, and the last can
be made with a gasket or with metal -to- metal seats.
Couplings are made of cast iron, standard or extra heavy, from about
!^ to 3 in.; of malleable iron, in standard weight from 14 to 6 in.; of brass,
in standard weight, from ^ to 4 in. ; and in extra heavy weight, from ^ to 6
inches. They can be obtained in all three materials; threaded right-hand,
or right and left. Couplings should be used only for the smaller sizes of
pipe.
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iV«if Bnionr are made with malleable iron, steel or brass bodies, with
gaskets or with brass or bronze seats. The commercial size range is from
J< to 4 in., but they are not used in sizes larger than 2 inches. Nut unions
are not intended primarily for high pressure work; for low or medium pres-
sures however the connection is satisfactoty and easily broken. Their use
permits desirable piping layouts and connections that would otherwise be im-
practicable. Unions with brass or bronze seats arc usually preferable to the
all-iron gasket type.
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Ftangt nttiotti are of two general types, those with cast or malleable
bodies and brasa-to-brass or brass-to-iron seats, similar to those of nut
unions; and those in which a gasket is used.
The first type is expensive and, although made in sizes from yi to 12 io^
its use in practice is limited to the smaller sizes. It has an advantage for
connections that must be often broken and remade.
The second and more common type of flange union is that in which the
pipe ends to be connected are secured in or by two meial flanges ; a gasket
is inserted between the flanges and the flanges are drawn together by bolts.
The most satisfactory forms of this type of union are the screwed joint,
the peened joint, the lapped or Van Stone joint, and the welded joint. Fig.
144 gives examples of these four joints.
ib. Google
Z88 PIPING
Table 18. American Standard Dimenrions for Flanged I^ttdnK* for
In the screwed joint, the flange is screwed on the pipe until the pipe
projects about '/>■ in. beyond the face of the flange. A facing cut is then
taken across the face of the flange and the end of the pipe. The face of the
flange should then be square with the axis of the pipe and the gasket should
bear on the end of the pipe. This joint is accepted for all sizes of pipe in
saturated steam lines with working pressures not greater than 125 lb., on
boiler feed lines with working pressures up to ISO lb., for blow-off lines,
and (or low pressure water lines. It Is also used on medium and high pres-
sure saturated and superheated steam lines and boiler feed lines in sizes up
to about 8 inches.
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Fig. 144. Tyi»c«l PknBe 'Jointa.
1* for Pipe FlaoflcB for
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The peened joint is formed by shrinking a flange onto the end of the
pipe, which is peened or expanded into a recess in the face of the flange.
A light facing cut is then taken across the face of the flange and the end
of the pipe. This joint is belter than the simple screwed flange, especially
for sizes larger than 6 in., but cannot be made up well at the place of erection.
The iapped or Van Stone joint, one of the most flexible in use, is made
by upsetting and flattening the heated end of the pipe so as to form a flare
oi lap. The flared end is faced to insure uniform thickness and a tjght
joint. The lapped portion of the pipe is also finished on the edge. The
flanges are loose on the pq>e, their hubs being bored stishtly larger than the
outside diameter of the pipe, and simply serve to draw the lapped ends of
the pipe against a gasket. In some forms, the lapped part of the pipe is
not of uniform thickness but tapers toward the edge ; the face of the flange
inside the bolt holes are then faced to the angle of inclination of the back
side of the lapped part of the pipe. The lapped joint is recommended for
practically all kinds of service. It is especially valuable on high pressure
fluperfaeated steam lines and high pressure boiler-feed lines.
The welded joint is made by welding a flange on the end of the pipe.
Theoretically thia is the nearest perfect of all jointa, because a welded ilange
becomes a part of the pipe itself. Its success depends upon the care with
which the weld is made. In practice the welded joint is reliable and satis-
factory and is considered to be the best for high pressures and high de-
grees of superheat.
TTiere is little choice between a well-made lapped joint and a well-made
welded joint. Both are more expensive than the simpler types, but in high
pressure work their cost is more than justified.
Flange materials. Cast iron, malleable iron, cast steel, wrought steel and
brass are used for flanges. Cast iron flanges are extensively used on sat'
urated steam lines, boiler feed lines, and low pressure water lines.
Malleable iron flanges are not as common as cast iron flanges, but are
applicable to the same service.
Cast steel and wrought steel flanges are recommended for high pres-
sure saturated and superheated steam lines, high pressure boiler feed lines,
and blow-ofE lines.
Brass flanges are used only with brass pipe and almost exclusively in
the screwed type of joint.
The following figures, due to the Crane Company, show the ultimate
strength of pipe flange metals:
Ultimate strength.
Material Ib.per sq. in.
Cast iron, ordinary grade ..- 14flOO
Gray east iron, high grade .221500
Malleable iron „ _ „37,000
Valves
VALVES control to a great extent the safely of a plant. Their location
determines the flexibility of the piping system, either in normal opera-
lion or in times of emergency.
Safety valves tor boilers generally must comply with the specifications
of local or national codes. The A. S- M, R Boiler Code requires that they
shall be of the direct spring-loaded pop type, with seat and bearing surface
of the disk either inclined at an angle of about 45 deg., or flat at an angle
of about 90 deg. to the center of the spindle.
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The safety valve charts. Figs. 145 and 146, may be used for determining
the proper number and sizes of safety valves required. The charts are made
up so that it is necessary to take only the rated horsepower of the boiler and
run up the vertical line to the slanting line corresponding to the relieving
pressure desired, and the proper size and number of safely valves are indi-
cated at tlie left of the zone in which the vertical horsepower rating line
crosses the relieving pressure line. If the intersection comes on a zone divi-
sion line, the smaller valves are to be used.
Example. One 806 H.P. boiler to operate at 190 pounds gage pressure.
The two-valve chart stops below 806 H.P. Therefore, wc must go to the
three-valve chart We find that the 806 H.P. vertical line does not inter-
sect the 190 lb. pressure line. This indicates that more than three valves
are necessary. We then take one-half the rated horsepower, and find that
two 4 in. safety valves will relieve 403 H.P, The proper valve speciiica-
tion in this case is therefore four 4 in. safety valves.
BOILER HOR&E POWER.
ng. 145, Rellevinc Capacitiea of Two A*htoa Safety Valvet.
Fig. 146. Relieving Capacitiet of Thre« Achtoa Safety Vaivea.
D,3,tze:Jb.GOOg[e
Safety valves are also discussed in Chapter 16 on OPERATION.
Globe vahiet, probabl; the most common type of stop valve, can be used
simply as a stop valve, or also to partly throttle the flow of a fluid. These
valves should be installed so as to close against the pressure, because if
the pressure acts above ihe disk and the latter becomes detached from the
stem, they cannot be opened. A further advantage in closing globe valves
against the pressure is the ease of packing the spindle stuffing box when the
valve is closed. These valves should not be placed in a horizontal return
line, especially with the stem vertical, because the condensate must fill the
pipe about half full before it can flow through. The globe valve should
be designed so that it can be packed under full line pressure and so that
the disk or the seat can be qtiickly repaired.
Valves with outside screws are prcfErable to those with inside screws,
unless the screw must be protected because of the valve location. The out-
side screw type indicates more quickly whether it is open or closed. This
is especially true of the type having a rising stem or spindle and a stationary
Globe valves are made in both screwed and flanged types, with brass,
iron or steel bodies and with composition, babbitt, bronxe, nickel and nickel
alloy disks and seat rings.
Standard pattern screwed brass globe valves, rated for about ISO lb.
working steam pressure or 250 lb. working water pressure, are made in
sizes from }ii to 3 inches. Extra heavy screwed brass valves, rated for about
300 lb. working steam pressure, or about 500 lb. working water pressure, are
made in sizes from ^ to 3 inches. Flanged standard brass valve sii^es range
from 14 to 3 inches. Extra heavy flanged brass valves are made in sizes from
Si to 3 inches. Brass globe valves are not commonly more than 2 in.
diameter. Their use is limited to saturated steam lines, boilsr feed Imes
and water lines of medium or low pressure.
Standard pattern iron-body screwed globe valves, rated for about 150 lb.
steam or 250 lb. water pressure, are made in sizes from 2 to 12 in., and the
same type Hange is made in sizes from 2 to 24 inches. Extra heavy iron-body
globe valves, rated for about 250 lb. steam or 4O0 lb. water pressure, are
made in either screwed or flanged types, and in sizes from 2 to 12 inches.
Iron-body valves with disks, seat rings and spindles of other materials, are
satisfactory for saturated steam lines, boiler feed lines and water lines with
pressures up to their ratings, but are not so good as steel valves for pres-
sures over 150 pounds. Valves 5 in. and larger should be equipped with
by-passes, especially for the higher pressures.
Steel valves should be used in superheated steam lines and high pres-
sure feed lines. These are made in sizes from 2 to 12 in., in the extra
heavy weight, and are rated for 350 lb. working steam pressure.
Disks for globe valves arc made of a wide variety of materials. Com-
position disks are made in several grades ; .wf t for low pressure water,
rubber for cold water up to 250 lb. pressure, semi-hard for hot water and
boiler feed lines, hard for steam lines up to 150 lb. pressure. Babbitt metal
disks arc often used in low pressure hot water and steam lines. Brass or
bronze disks are used in high pressure saturated steam lines and feed lines,
.Ihe harder grades for the higher pressures. Nickel and alloys high in nickel
are recommended for the highest pressures and for superheated steam. Valve
seats, or at least seat rings, should be made of non-corrosive metal of
characteristics similar to those required of metallic disks.
Gate valves offer a minimum resistance to the flow of a fluid, but when
throttled are hard to regulate and are likely to chatter. They are made of
the same materials as globe valves and are applicable to the same types of
i^ervice, except for throttling. For high class installations, particularly in
the larger sizes, gate valves represent the best standard practice. By-passes
should be used with high pressure gale valves of 6-in. or larger diameter.
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A stop valve should not be placed in a vertical iteam line, unless it is
possible to drain the condensate that collects above the valve seat when the
valve is closed. ,
Aulomalic nott-reiuni valves should be installed on each boiler when the
plant contains more than one. These valves automatically equalize the pres-
sures of the different boilers, thereby lending to equalize the loads. They
can be used to cut in or cut out boilers automatically, will automatically cut
a boiler oR the line in case of an internal rupture, and will prevent steam
being accidentally turned into a cold boiler.
These automatic valves are made in many forms, all essentially check
valves, although they may be slop valves as well. The control can be re-
mote non-automatic, as well as hand and automatic, so that their automatic
action can be tested at any time.
The non-return valve should be carefully made and should be extreme^
rugged, because it is subjected to ereat stresses. It is usually attached di-
rectly to the boiler nozzle, so that tne boiler must be shut down if the valve
has to be repaired. Besides the non-return valve, a gate valve should be
placed between each boiler and the header or main, b^ond the non-return
valve.
Check vah-i's. Aniong these, the ball check is uncommon. The weighted
check is more popular, as it can be used as a combination relief valve and
check. The disk check has much the same body as a globe valve and offers
about the sanie resistance to flow. The swing check, by far the most com-
mon, is simple, effective and offers the least resistance to flow.
A check valve is subject lo severe service and must be so designed that
its disk and seat can be repaired. In essential lines, such as boiler feed
lines, a check valve should be protected by a stop valve on each side, so
that a defective disk can be repaired without taking the pressure off the
line. For feed lines to boilers in continuous operation, or when regulating
valves are subjected to severe usage, both the check valve and the regulating
valve should be protected by a slop valve on each side of the tv^o ; the stop
valves are normally wide open and are closed only when either the check
or the regulating valve must be repaired.
Combination stop and check valves are used frequently in boiler teed
lines and can be combined with regulating valves to reduce the number of
valves required to obtain a fair protection.
In blovi-off connections, three types of valve are commonly used ; a
specially designed blow-ofi valve, a blow-off cock, and a gate valve. In the
best practice a special blow-off valve and either a cock or a gate valve are
installed in each blow-off connection between the boiler and the blow-off
main, the cock or gate valve being located next to the boiler. The cock or
gate valves should be opened first and closed last, when blowing down, so
as to reduce the wear on them, and so that they can be depended upon to
hold pressure when the regular blow-off valve is being repaired. Plug cocks
are satisfactory for this service, especially on boilers operated at low or
medium pressures, but a gate valve is better and can more easily be used
as a wash-out valve. Plug cocks should be equipped with a spring or other
compensating device, to automatically take up wear. Steel or iron blow-off
valves, gate valves and cocks should be extra heavy, steel being preferable
for the higher pressures and temperatures. Valve disks and seats should
be so arranged that they can be repaired. Blow-off service is severe and is
particularly harsh when scale and sediment is present in quantity.
The manufacturers have proposed that blow-off valves for power boilers
operating with pressures up to 250 lb. be made only in the extra heavy pat-
tern and in the 1, V/i, 2 and 2'/i-in. sizes; the 1-in. size to be screwed, the
lyi and 2-in. sizes screwed or flanged, and the 2'/i-'m. size flanged.
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Blow-Off Piping. Each boiler should have its own blow-off pipe. This
should end in the boiler room, or where discharge on account of a leaky
valve will be sure to attract attention. In most cities hot water is not per-
mitted to be discharged into the sewer. A blow-off tank is then placed at a
sufficient height that it will drain by gravity into the sewer. This tank
should be provided with a man-hole, an open vent pipe, and with inlet and
outlet pipes connected with the blow-off pipe and the sewer respectively. A
valve should be placed in the outlet pipe.
In horizontal return tubular boilers, the blow-off pipe should be covered
with magnesia, asbestos or fire brick where it passes through the back con-
nection. It can be protected by a connection from it to the boiler just
below the water line. In this way, water is continually circulated, and the
blow-off pipe will not bum. A valve should be placed in this connection, and
closed before the blow-off cock is opened.
Reference should also be made to Chapter 16 on OPERATION.
Size of Steam Pipes
ASIDE from the attraction of gravity, a fluid flows through a pipe only
because the pressure at one end is greater than that at the other. The
higher the velocity desired, the greater must be the difference between initial
■nd final pressures.
The problem of selecting a pipe to conduct a given quantity of steam or
water in a given time therefore resolves itself into striking a balance between
high velocity, which requires a high pressure drop but permits the use of
a small pipe ; and low velocity, which requires a large pipe but can be
obtained with a small drop in pressure.
The drop in pressure caused by friction does not represent an equivalent
loss of energy, because the energy reappears .?s heat. If the steam enter-
ing the pipe line is wet, this heat tends to evaporate the moisture in the
steam. If steam is dry when it enters the line, the heat tends to superheat
it, or if it entered as superheated steam, to add to its superheat. The equip-
ment to which the steam is delivered and in which it is used determines
whether this heat, gained at the expense of a drop in pressure, is utilized or
wasted. If it is utilized, the net loss due to friction is negligible; if not. the
pressure consumed in overcoming friction becomes a loss.
The use of a high veloci^ reduces the size of steam mains and thereby
directly reduces the Toss by radiation and the cost of the equipment. Steam
velocities of from 3SO0 to fiOOO tL per min. have been common in the past,
but in present practice velocities are from 12,000 to 20,000 ft. per min. This
increase has occurred partly because superheated stenm is being more com-
monly used and also because prime movers utilize the superheat from pipe
friction to reduce their steam consumption. Pipe friction represents an
absolute toss if the steam consumption of an engine, pump or other apparatus,
instead of being reduced because of the superheat, is increased because of
the lower pressure.
It has been determined analytically and experimentally that the pressure
loss due to the steady flow of a fluid through a pipe of uniform diameter
varies with the density of the fluid, is proportional to the length of the pipe,
decreases as the diameter of the pipe increases, increases with the roughness
of the interior surface, and increases nearly as the square of the velocity.
The old method of basing steam pipe sizes on the velocity of the
steam, has given place to the more correct method of determining the pipe
diameter in accordance with the drop of pressure allowable. It is almost
immaterial what the veloci^ may be so long as this pressure drop condition
is met.
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The formula generally used i:
'■(■.-f)
P:=I>rop in pressure, lb. per aq. in.
JV = Weight of steam flowing, lb. per min.
h = Length of pipe, feet
d^ Internal diameter of pipe, inches
w^Mean density of steam, lb. per cu. fi.
This formula, as simplified hy Sfitsglas (Armour Engineer. 1917), is:
W ^ Weight of steam in pounds per second
P =■ Pressure drop in pounds
it>=: Mean density of steam
h = Length of pipe in feet
100 for 16
in. pipe
TOO for 14
in. pipe
SSO for 12
m. pipe
J50 for 10
■n. pipe
195 for 8
in. pipe
97 tor 6
in. pipe
60 for 5
in. pipe
32.S for 4
in. pipe
1S.S for 3
in. pipe
8.S for 2V,
in. pipe
5.1 for 2
in. pipe
2.5 for VA
in, pipe
tl.7Sfor I
in. pipe
GebhardI says that this formula (19) gives results which accord closely
with observation, and as it is more convenient to use than (18) it is lo be
preferred. To facilitate the determination of steam pipe sizes, the following
charts; Figs. 147, 148, 149. 150 and 151, have been prepared in accordance
with the above values of k as determined by Spitsgias. Particular care
has been taken to make them very easy lo use. The following inalnictions
will make this quite clear :
Saturated Steam.
1. Enter the lower left-hand scale with the weight of steam to be carried
in pounds per hour.
2. Proceed vertically to the proper curve of pressure, which is the
initial pressure at the entrance of the pipe.
3. From this intersection, proceed horizontally to the right to the curve
of pressure drop per 100 feet.
4. Proceed vertically downwards from this intersection to the lower
right-hand scale and read the size of pipe required.
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Superkeoted Steam.
Enter the lower scale of Fig. 151 with the pressure at the pipe e
and proceed vertically upwards to the proper curve of the temperature of
the saturated steam (not degrees of superheat). Proceed from this inter-
section horiiontally to the right, and read the pressure found on the right-
hand scale. Now proceed as directed above Cor saturated steam, using as
initial pressure the pressure just found from Fig. 151.
The reason of this procedure is that the steam flow depends upon the
average density of the steam, and Fig. 151 simply finds a pressure at which
saturated steam has the ;ame density as that of the superheated steam in
To find the weight of steam per hour, divide the equivalent evaporation
per hour hy the factor of evaporation. Or multiply the B.H.P. by 34.5 and
divide by the factor of evaporation.
The pressure drop is for 100 feet of pipe, and (he drop for any other
length is in direct proportion.
The drop of pressure per hundred feet varies in old installations from
half a pound to five pounds. Modem practice allows two to four pounds
pressure drop per hundred feet. The final result is governed in each instance
by the smallness of pressure drop desired, modified by the cost of the pipe
required to attain it.
Formulas for ihe length of pipe with resistance equivalent to that offered
by valves and fittings, give results that vary widely and are of little practical
assistance. It is therefore customary to assume the following values for
resistance :
Obstruction Pipe Diameters
Entrance of pipe 60
90 deg. elbow 40
Globe valve 60
The resistance of long radius bends is assumed to be equal to the same
length of straight pipe. The resistance of gate valves is considered negligible.
In the steam flow formulas, the figure for density should represent the
mean density of the steam in the pipe. The point of mean density may or
may not coincide with the middle section of a given pipe, for if the fittings
are numerous at or near one end and few at the other, the pressure drop
and consequently the density will vary accordingly. For exact calculations,
and for well insulated pipes, the change in density due to superheat by fric-
tion should be considered.
Size of Water Pipes
FORKfULAS for. the flow of -mater in pipes are based upon the fundamental
hydraulic equation used in deriving the steam flow formulas, although the
coefficient of friction is different. (Sebhardt gives the following formula,
credited to Cos. for the loss of head due to friction in water pipes :
/^..-'i_^-+-_S'-:^I* (20)
1200rf
H = Friction head, feet
V = Velocity, ft. per sec.
ft = Length of pip^ feet
J = Diameter of pipe, inches
This formula applies only to the flow of water through clean straight
cylindrical pipes of uniform diameter. The friction head caused by bends.
valves, fittings or obstructions must be added to the friction head of the
pipe, in order to determine the total head required to overcome friction.
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The losses due to obstructions can be determined by:
2g (21)
H = Friction head, feet
k ^ Constant
r = Velocity, fL per sec.
{■ = Acceleration due to gravity
For the constant k, Gebhardt gives the following values;
45 deg. ell - 0.182
90 deg. ell 0.98
Gate valve „.-.0.182
Globe valve „ 1.91
Angle valve -2.94
The friction caused by valves and fittings can be expressed in terms of
equivalent length of straight pipe; the following values are used:
Obstruction Pipe Diameters
45 deg. ell „ 6
90 deg. cH 30
90 deg. tec 60
Gate valve 6
Globe valve „. 60
Angle valve _ - 90
Bend, with radius equal pipe diaineeer-.. 20
Bend, with radius equal 2 to 8 diameters 10
Water velocities in power plant practice range from SO to 400 ft per
minute. The velocities in suction lines, especially in those carrying hot
water, should be from 7S to ISO ft. per minute. A velocity of from SM to
400 ft. per min. is common in boiler feed lines.
Expansion and Contraction
■ I HE expansion and contraction of piping because of temperature changes
*■ is large enough to demand careful consideration. Higher pressures and
higher degrees of superheat emphasize the importance of the subject, as does
also the increasing use of efficient insulating materials. Formerly it was
assumed that radiation from the surface of a pipe reduces its expansion to
about half the theoretical amount, but actual tests have shown that the
expansion of well -insulated pipe closely approaches the theoretical value.
The amount a pipe will expand depends upon its initial length, the rise
in temperature to which it is subjected, and the coefficient of linear expansion
of the material. This statement is expressed by the following formula :
i = C A ((, — 0 (22)
1-= Expansion, inches
C = GDefficient of linear expansion, per deg. F.
k := Initial length, inches
t = Initial temperature, deg. F.
ti ^ Final temperature, deg. F,
The coefficient of linear expansion is not constant at all temperatures.
In calculating the expansion of piping, the mean coefficient must be used.
The coefficients of expansion of cast iron at different temperatures have the
following values :
Deg. Coefficient
100 „ oxwoooeoo
ISO , 0.00000612
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The coefficient of linear expansion of other materials can be obtained
by multiplying these values by 1.1 for wrought mild steel, 1.5 for wrought
copper, and 1.6 for wrought brass. Table 3C^ due to Gebhardt, gives the
mean coefficient of Ibear expansion of materials for different temperature
ranges.
Table 30. CoefBciente of Linear E»panrion of H|mi>k Materlala.
Wrought iron and mild steel
Wrought iron
Cast iron
Cast steel
Hardened steel
Nickel-steel, 30 per cent nickel.
Copper, cast
Copper, wrought
Brass wire and sheets
0.000009S5
0.00001092
0.00001043
0.00001075
Table 31. Increase of Length. In Inches per 100 Feet, of Steam Pipes.
-^r
CMtlron
Wrsucht Iron
suti
60
100
126
0.38
0.72
0.88
0.40
0.79
0.97
0.38
0.76
0.92
0.67
1.14
1.40
160
176
200
1.10
1.2S
1.50
1.21
1.41
1.65
1.15
1.34
1.67
1.76
2.04
2.38
225
250
276
1.70
1.90
2.15
1.87
2.09
2.36
1.78
1.99
2.26
2.70
3.02
3.42
300
325
360
2,35
2.60
2.80
2.68
2.86
3.08
2.47
2.73
2.94
3.74
4.13
4.46
375
400
425
3.15
3.30
3.68
3.46
3.63
4.05
3.31
3.46
3.86
5.01
6.24
6.86
6.18
6.68
7.06
4.76
6.05
6.36
5.22
5.56
6.00
625
650
6.05
6.40
6,65
7.06
6.35
6.71
9.62
10.18
675
700
726
6.78
7.16
7.68
7.46
7.86
8.33
7.12
7.50
7.96
10.78
11.37
12.06
760
776
800
8!42
8.87
■ 8:75
9.26
9.76
8!84
9.31
12.66
13.38
14.10
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^proximate values for the linear expansion of steam pipes of cast iron,
wrought iron, steel, brass and copper as given in Mackmer^t Handbook,
will be found in Table 31.
If the ends of a pipe were fixed and the pipe were heated, the tendency
to expand would create a compressive stress. For the temperature changes
common in power plants this stress would far exceed the compressive strength
of the material. The axial force exerted by expanding or contracting pipe
can be calculated as follows :
P = C E A ((. — () (23)
P := Axial force, pounds
Cr^ Cocffident linear expansion
B ^= Modulus of elasticity
A ^ Sectional area of pipe wall, tq. in.
t ~ Initial temperature, deg.
t, = Final temperature, deg.
The moduli of elasticity of materials are as follows:
Steel
300000CO
Copper
__ „ lofloosm
According to this formuliL, a 6-in. extra heavy wrought iron pipe 200
ft. long, if heated or coined through a temperature range of 300 deg., exerts
an axial force of 573,750 pounds. The sectional area of the metal of the pipe
is 8.5 sq. in. so that the unit stress produced is much larger than the ultimate
strength of the material. A temperature range of 300 deg. is by no means
uncommon, so that for runs much shorter than the one assumed, piping must
be free to expand or contract, and its expansion must be so controlled and
directed that it will not strain connections, valves or fittings.
Pipe Anchors
THE expansion of piping cannot be limited, but its direction can be pre-
determined by anchoring one end, both ends or the middle of a run. If
one end is anchored, the expansion must be absorbed at the free end of the
line. If both ends are anchored, the expansion will be from them toward the
middle of the run and must be absorbed, preferably at some one place. With
center anchorage the expansion is forced toward the free ends of the line,
where it must be absorbed.
Anchors must be firmly fastened to a rigid and heavy part of the power-
plant structure, and must also be securely fastened to the pipe. If the pipe
IS not prevented from moving at the point at which the anchor is applied,
the entire equipment for absorbing expansion is useless, and severe stresses
will be thrown on all parts of the piping system. When both ends of a
straight run are anchored with an expansion joint between, the end thrust
is the steam pressure multiplied by the cross -sectional area of the pipe at its
largest diameter. With slip joints like Fig. 153, the area is that of the out-
side diameter of the sleeve ; and with corrugated joints as Fig. 154, or their
equivalent, the largest inside diameter of the corrugations is to be taken.
Thus, a IZ-inch pipe with a slip-joint carrying steam at 250 lbs., will develop
an end thrust of nearly 17 tons, and it may be greater than this with a
corrugated joint.
Expansion Joints
iPE bends offer a satisfactory means of providing for expansion. The
radius of a bend should not be less than five pipe diameters. The pipe
should be straight on each end for a distance equal to twice its diameter.
Pipe bends should be fitted with extra-heavy lapped or welded flanges, be-
cause the joints are subjected to severe stresses. Expansion is absorbed by
a bend only because it is sprung out of normal shape, thus permitting the
line to expand.
P-
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Pic- 153. TyjAcal IHpe Anchors.
Table 32, due to the Crane Company, shows the linear expansion pos-
sible with quarter bends. The expansion values can be multiplied by 2
tor "U" bends, by 4 tor Eingle offset bends or "Expansion U" bends,
and by 5 for double offset bends or circle bends. The values given do
not take into consideration the springing of the bends when installing them.
When a bend is sprung a distance equal to that in the table, twice the linear
expansion given can be absorbed.
Springing pipes when cold, so that they are then under tension, in-
creases the linear expansion that can be cared for, and affords relief to lines
used almost continuously at or near their maximum temperature.
£
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RADIOa Of BENDS, INCHES
te
u
40
M
■0
,.
BO
•0
100
»?!r
W
u.
-»
10
14
7
8
10
S
1
1
1J1
3W
19.
4^
6
5^
3H
, ,, ,
16
18
20
13
14
15
g
i
i
lA
lA
^H
3
1
1
5'
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6
26
30
34
20
24
28
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fi
t
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il
bH
8
*H
45
54
70
40
50
65
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2
l^
m
IS
14
...
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W
Table 33 gives data as to minimum allowable radius and length of
tangent, useful in laying out expansion bends. The illustrations annexed to
the table show different designs.
Expansion joints are ot two general types. Slip joints consist primarily
of a brass sleeve, sliding in a stuffing box. They are made with and without
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anchor bases, and with traverses up to about 10 inches. In the second type,
expansion is cared £or by the axial spring of a corrugated copper pipe.
For high pressures, the copper is re-enforced by inner and outer iron equaliz-
ing rings. Both types are useful when lack of space prevents the use of pipe
Fig. 153 illustrates the Ross expansion joint, showing the guide for
maintaining the pipes in alignment.
Fig. 153. Row Croishead Ouided Expanaioo Joint.
The piping between the anchors should be carefully lined up so that
there will be no tendency for it to spring or buckle it the slip joint is loo
tightly packed. Bolts are necessary to prevent the sleeve being drawn out
by such circumstances as the failure of an anchor.
Fig. 154 is the Badger corrugated copper expansion joint, showing the
reinforcing rings which he in the corrugations and relieve the copper pipe
of carrying the pressure.
Pig. 154. Badger Self-BqualUing Bipansion Jmnt.
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The number of corruKations is dependent upon the amount of expansion
to be absorbed.
2 corrugations take care of 1 in. expansion.
3 corrugations tahc care of V/i in. expansion.
4 corrugations take care of 2 in. expansion.
The advantage of this type of joint is that no packing is required.
Donbte-s^iring Uttingi are satisfactory for small piping in short runs, but
not for heavy pipes or long runs. For a really good expansion joint, the
threads of the screwed connections should be carefully cut and then ground
in. It is hardly to be expected that a screwed connection can bo steam-
tight, and at the same time permit easily any movement in fitting the pipe.
Stvivel Joints are similar to the double-swing screwed fittings, without
the disadvantage of the latter. They can be used for lines containing flanged
fittings, or when pipe bends cannot be installed.
Pig. 155. Three CIbstci of Pipe Supports — Hangeti, StandardB, andBrackets.
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FltxMe mclollii: lubing is excdlcTit for absorbing expansion in small
pipes. Care must be taken that it is not subjected to thrust or tension. It
nniBt be arranged in the same manner as Pifie bends jnst described.
Supports and Hangers
^IPE supports and hangers vary of necessity with the plant layouts, but
^ their construction is fairly well standardized. Pipe supports, Fig. 155,
can be divided roughly into three classes, — hangers, standards and brackets.
Hangers are used for supporting piping from ceilings and overhead structural
members ; standards for supporting piping on and from engine and boiler
room floors ; and brackets for supporting piping on and from walls and
vertical structural members.
The plainer and lighter types of pipe hanger can be used for short runs,
with steam or water lines up to about 6 in. diameter. On long runs they
can be used if the connection between the hanger ring and the ceiling is long,
and if its upper end is not rigidly attached to the ceiling.
For large pipe, long runs or when the supporting strap must be short or
rigid, the hanger should be equipped with one or more rollers, The support
for high temperature lines should be equipped with a lower roller and also
with a roller resting on the top of the pipe. The upper roller should be
bolted liy tie-rods to the support. Springs should be placed between the sup-
port and the rods, so that the latter can move slightly. Supports for large
■ or heavy mains should be adjustable to maintain alignment.
Steam Separators
TO protect plant equipment and obtain economical operation, all piping
systems should be provided with separators to eliminate entrained mois-
ture, condensate oil, grease or other foreign matter. Moisture carried into the
steam cylinder lessens the economy in steam and lubricants, and may also
rause damage. Oil in exhaust sieam fouls the condensate, lodges in condensers,
accumulates on turbine blades, and on the inner surfaces of radiators, and
renders the condensate unsuitable for boiler feed.
The function of a steam separator is to deliver clean, dry steam. Steam
separators are used on live and superheated steam lines. The oil separator
extracts the grease, leaving a condensate that is pure distilled water and
therefore suitable for boiler feeding or for industrial processes. Oil
separators are used on exhaust and vacuum steam lines, for low pressure
turbines, feed water heaters, condensers and heating systems.
Steam and oil separators operate either by intercepting the steam cur-
rent, or by changing its direction. Cast iron bodies having various shaped
grids in tile f'lrm of single or multiple baffles are ordinarily used for
separators. The accumulated matter is drawn off intermittently or is taken
care of continuously by a trap.
The separators. Figs. 156, 157 and 158, are practical designs intended for
vertical, horizontal or angle pipe connection. A single, ribbed baffle has a
steam port at each side ; below it is the collecting well with its water gage
column. Steam entering from one end of the pipe line impinges on the
baffle, where it leaves the water or oil, and continues on around cither side
of it, through the sleam ports. The intercepted water or oil is directed,
by the ribs on the baffle, down to the well. A drain, to catch any con-
densation, is also provided on the "dry" or steam outlet side.
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Fis. 1S6. Horizontal and Vertical Steam Separators.
L
Fig. 157. Horiioatal and Vertical Oil Separatort.
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- lyfie separators. Fig. 1S8, are usually made of plate and
riveted or welded joints. This construction is used when long lines
might be subject to violent vibration. The large receiver serves
k'oir for steam and is useful to supply the intermittent demand of
a slow speed engine, and receives any inrush of water from the main. The
water in the receiver is stored until a trap drains it away. The steady flow
of Steam resulting from the installation of a receiver separator often makes
possible the use of smaller mains, which decrease the first cost, and reduce
the loss of heat by radiation.
Fig. I5B. Horizontal and Vertical Rccriver Separator
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CHAPTER 9
AUXILIARIES
Quantity of Peed Water
THE qiuntity of feed water required per hour is the B.H.P. to be devel-
oped, multiplied by 34,5, and divided by the factor of evaporation. To
allow some margin, the division by the factor of evaporation is omitted.
As there are 8,3 lb. of water to (he gallon, the rate becomes 4.15 gallons per
hour or 0,C7 gal, per minute. This tigure, expressed as 7 g.p.m, per 100
B.H.P., is frequently used in determining pump sizes; but it is too small.
Boilers are often run at considerable overloads for long periods. There-
fore, the quantity of feed water required must be based on the probable
B.H.P. to be developed, and not on the boiler rating. As the demand for
feed water fluctuates with the load, the supply must be large enough to take
care of peak loads. Pump makers allow from lYi to 10 g,p.m. per 100 B.H.P.
developed to take care of contingencies.
The feed pump must not only overcome the steam pressure in the boiler,
but must also develop a head sufficient to overcome pipe friction in the
system, the resistance of the feed check valves, and some excess pressure
besides. Therefore the feed pump must usually discharge at a pressure
of 25 to 30 lb. in excess of the boiler pressure.
Direct -Acting Steam Pumps
pUMPS are divided into three general types: direct-acting steam pumps,
^ centrifugal pumps, and positive displacement power-driven pumps.
The popularity of the direct-acting steam pump as a boiler feeder is
due in great part to the fact that it is the oldest and best known type. Often
it is the only type of pump well understood by the operating engineer, and so
represents the only good solution to the feed problem.
For feed purposes the simple steam end is generally used. Tt is not so
economical of steam as the compound or triple expansion steam end, but the
latter cost so much more that only rarely are they selected. The greater
number of parts with the complication and extra space are also against the
compound and triple pumps.
Tables 36 and 37 show the economies of steam-turbine-driven centrifugal
pumps and ihe direct-acting steam pump. If the plant layout does not provide
an excess of exhaust steam for feed heating, or other useful work, the
exhaust steam from the pump can be thus used to increase the thermal
efficiency of the plant. On the other hand, if the exhaust steam has to be
wasted to the atmosphere, the economy of auxiliaries becomes important and
the direct-acting feed pump is often displaced by a more efficient type. The
pump that gives the average water horsepower for the least expenditure for
coal is the one to be desired, therefore the great difference in the steam
consumption of direct-acting pumps and centrifugals, in the larger sizes,
eliminates the former from consideration.
The centrifugal pump is not suited to the smaller capacities, so that the
direct-acting steam pump finds one of its most useful helds in installations up
to 2.000 boiler horsepower, in which a compact steam pump is desired. Its
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AUXILIARIES
chief competitor in this capacity range is the motor-driven triplex pump, but
owing to the lower cost and greater ease with which steam can be supplied,
the steam pump is often preferred. Above 2000 boiler horsepower the cen-
trifugal pump IS usually favored.
Direct-acting steam pumps can be classified as to the number of steam
and water cylinders, that is, simplex or duplex, one steam and one water
cylinder, or two of each side by side.
Simplex pumps are often preferred for boiler feed service because the
design always insures a full, complete stroke. When the pump cannot "short
stroke," the piston rods, cylinder liners and plungers cannot wear down in
the center, leaving a shoulder at each end. These shoulders may cause
sticking of the pump or breakage of the cylinder or stuffing boxes due to
the wedging effect of the "shouldered" portions, when the stroke is unex-
pectedly long or full.
Another advantage of the simplex pump is that it has only about half
as many working parts as has a duplex pump. Consequently fewer parts
wear out and fewer spare parts need to be carried. This applies particularly
to the water valves.
The simplex pump has but one water piston. Even if this is double act-
ing, 3 Steady and uniform flow of water from the pump is precluded. The
steam valve-gear always reverses quickly at the end of the stroke, but there
will still be some pause at this point. A break in the Row of the water
results, sometimes developing a water hammer in the discharge lines. Sim-
plex pumps should be equipped with a generous sized air chamber on the
discharge line. The chamber must always be kept well filled with air to
act as a cushion and to compensate for that absorbed by the water.
Table 34.
RatingB of Kmplex Direct-Acting Steam Pumpi.
SIZE
S.
„lr„.
.^•s.
WaUriwrHT.)
PfatM
57
50
49
28.5
25
24.5
3
7.5
12.2
imi:::::::::
110 25
175 1 25
48.6
48
42
24.3
24
21
21
40
61
5SI'°::::.:::::
680 ' 40
870 42
10x7x12
14x8x12
42
42
21
21
84
109
1.220 42
1,670 42
Table 34 gives the usual commercial sizes of simplex pumps and their
normal ratings for boiler feed service. Under the heading "size" the three
figures indicate the diameter of the steam and water cylinders and the length
of the stroke. The sizes and ratings are the average prevsiling; among sev-
eral of the prominent pump manufacturers. Some pumps, by virtue of^ large
valve areas and water passages, are rated for greater boiler horsepowers
than others of the same dimensions. The factor of safety may dilTer, thus
affecting the rating. The sizes given indicate the usual range for this type
of pump. The simplex pump is most popular in the smaller sizes, as the pul-
sating discharge effect is magnified in the larger sizes.
The rated capacities, in Tables 34 and 3S. are based upon a volumetric
efficiency of from 85 to 90 per cent. The efficiency attained in the boiler
room depends upon the care taken of the pumps, and probably will not ex-
ceed 60 to 65 per cent This is equivalent to realizing a capacity of about
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AUXILIARIES
70 per cent of the boiler horsepower given in Tables 34 and 35. The pump
should then be of a size so that it can gain on the largest load likely to be
carried, or so that the water level can be raised during a peak load if it
has fallen too low. without racing the pump.
When hot water is handled the piston speed is from one-half to one-
third of what would be good practice for pumping cold water. This is to
K event vaporization of the water and keep the pump from becoming "steam
und." If the piston speed is too high, the water will not follow the
piston or plunger during the suction stroke, and a partial vacuum is formed
in the plunger chamber. When the plunger is reversed it travels quickly
through the vacuous space created and meets the water with an impact suffi-
cient to cause a serious knock. The pump then vibrates badly and the knock
may even damage the water valves or other parts, as well as the pipe lines.
The duplex pump (two water cylinders) discharges the water at a much
more uniform rate of flow than the simplex type, as the steam valve gear
of one side is actuated hv the piston on the other side of the pump, and
the steam valves are so designed that the two pistons are 90 deg. apart in
the working cycle. Generally both water pistons are moving. At the end
of the stroke of one piston, during the slight pause, the other side is working,
thus maintaining a. more even water flow than is present in a simplex pump.
In operating these pumps both sides should have a "full" stroke, or the cylin-
ders or slufTing boxes may be broken through the shculders formed wboi
"short stroking."
Table 35 gives the prevailing sizes and ratings of duplex pumps.
T«ble 35.
Radngs of Duplex Direct-Acting Steam Pump*.
EACH SIDE
-5?-
Boner H.F.
Hr.)
SIZE
SSl „&.
.».
72 ! 36
57 28.5
53 ! 26.5
6,7 95
11.4 190
21-5 1 360
\y^^.:.\'.v:..
19
22
6x4x6
60 25
50 25
4g ; 24
32 1 535
50 840
95 1 1,080
26
25
40
9x6MxlO
10x6x10
10x7x10
48 24
48 24
87 1 1,450
116 1 1,940
156 1 2,600
40
40
40
12.7x12
12x8Wxl2
16x10^x12
42
21
21
21
164
243
370
2,750
4,050
6.200
42
42
42
Piston pumps, or those having water pistons operating inside the water
a Under, and packed to a good nt, are necessarily more subject to water
ppage or leakage past the pistons than is the plunger type, in which the
leakage is through a stufiing box to outside the pump. In the plunger type
the packing in the stuffing box can easily be adjusted to care for any leakage
that develops due to wear. In the piston type the adjustment of the pack-
ing in the piston, if there is any, necessitates partly dismantling the pump.
This is so troublesome as to be often neglected. The fact that the leakage
cannot be easily detected renders this ^pe unsuited to high pressure work,
since the leakage increases with the pressure.
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AUXILIARIES 301
Although wear of the plunger can be easily detected, the plunger is
easily scored from dust and grit. Also plunder pumps cost more than the
piston type so that they are used principally for the higher pressures. Piston
pumps are not used for water pressures over ISO to 200 pounds. The plunger
type is preferred where the pressures are in excess of ISO pounds.
Hoe water has a corrosive effect upon iron, especially when it travels
over the iron surface at velocities such as are present in a pump. It is well
therefore to preserve the pump by making certain parts of brass or bronie.
The water cylinder should have a brass liner, and the piston should be bronze
or brass. The water valves can be of bronze or hard rubber, with bronze
seats. The water piston, rod, or plunger, can be of iron or steel. Iron
plungers are usually preferred, especially in the larger siz«s. but unusual
water conditions often dictate llie use of bronze, even at a considerable in-
crease in cost.
^ pumps can be calculated
M£.P.^F <_P~BP)^(iyo (P~HP)
M£.P. -^ ^"'
H = Discharge head, feel
H' = Head, feet
W ^z Head, pounds
C = Ca(»acity, gal. per min.. double acting pumps only, either
simplex or duplex
S= Piston speed of pump, ft. per min. (for one side only of
duplex pump)
d ^= Diameter of plunger or water piston, inches
D ^= Diameter steam cylinder, inches
H.P. ^^ Delivered or water horsepower
k ^= Constant = 5 in. for simplex pumps
^d.SS for duplex pumps
MJE.J'. =^ Mean e6tective pressure in steam cylinder
P ■=z Steam pressure at throttle, absolute
Sr^Back or exhaust pressure, absolute
F = Diagram factor = OJD.
Direct-acting pumps must be large enough to feed the boilers when
operated at normal or slow speeds. A high speed direct-acting putnp hand-
ling hot water aixy "knock" badly and cause damage to the discharge pipe
lines.
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AUXILIARIES
Table 36. Steam Consumption — Kmple Direct-Acting Steam Pumps.
In pounds pei water horaepower per hour.
»~.
p™.
mtPiin|>.Fa<»idi
Gmv>
so
«c
w
100
no
I«
1.0
...
,«.
4
8
8
230
200
160
210
170
145
2W
165
142
200
162
139
195
158
137
190
156
135
188
154
134
187
153
133
1S6
Iffi
132
10
12
16
140
130
120
100
130
120
110
104
m
116
106
100
122
112
104
97
120
110
102
96
119
109
100
94
117
108
90
94
118
lOT
98
115
106
97
Table 36 give* the steam consumption of the simple pumps used for
boiler service. Some designs will be more efficient than others, so that
the table will not apply to every simple direct-acting boiler feed pump. The
values are for pumps in good condition, with a well la^ed steam cylinder,
receiving dry saturated steam at the throttle, and exhausting to the atmos-
phere.
Centrifugal Pumps
^ENTRIFUGAL pumps are compact, practically noiseless, require small
^•^ foundations, and pump at practically a uniform rate. They require little
lubrication or adjnstmcnt of packing. Once started, they can be left without
attention for a considerable time.
These pumps arc most in favor for the larger installations, in which the
boiler capacity is 2000 horsepower or more. The running clearance inside the
pump is small, at points where the water under discharge pressure is sep-
arated from the suction side, so that slippage must be considered. Many
ingenious devices are used to reduce this leakage and to serve as a correc-
tion when it does occur. The clearances cannot be reduced enough to elimi-
nate slippage, so that the capacity and hence the loss in small pumps is
proportionately greater than in the larger ones. The larger siies therefore
give the best results.
Centrifugal feed pumps are usually of the multi-stage type, each stage
doing its proportionate part of the work of increasing the water pressure.
The maximum pressures are from 60 to 100 lb. per stage. Thus a 250-lb.
discharge pressure would mean a three-stage pump. The water is received
by the first-stage impeller, which picks it up and imparts to it a velocity head.
This velocity is reduced, either in a channel of gradually increasing area.
or in a diffusion ring having vanes and passages, while the water is conducted
to the impeller of the next stage.
The head developed depends upon the velocity imparted to the water,
and will therefore be governed by the peripheral velocity of the impelier.
Thus for a given head there can be used either a large diameter impeller
with a slow rotative speed or a smaller diameter and proportionately in-
creased R.P.M, lo give the same rim speed. As the diameter of the im-
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A I' X r L t A R I i; S 303
peller governs the diameter of tlie [lump it is desirable to have high speeds,
with smaller impellers, to reduce the cost and the space required.
For ordinary, or small changes, the capacity of a centrifugal pump
varies directly as the speed, and the head as the square of the speed. This
applies particularly for maximum efficiency at the different heads.
The operating characteristics of a well designed feed pump are shown
in Fig. 159. The curves are laid out so that heads, capacities and speeds are
expressed in percentages. Thus if SOO g.p.m. is the normal capacity it will
be shown as 100 per cent on the capacity scale: 2S0 g.p.m. will be given
as 50 per cent; and 625 g.p.m. as 125 per cent of normal.
FtrcvrY of Capacity trt Ma;iimomEffici«ncy Point
Pig. 1S9. Opcratins Cbaractcrirtic* of Centrifugal Pumpa.
The heavy lines show the head, capacity and characteristics for normal
speed operation and the lighter lines the [wrformancc at fractional speeds.
As boiler feeding takes place practically at constant pressure a change
in capacity must be met by a change in speed or by throttling. Hence the
head can be considered as fixed, and can be indicated as 100 per cent or the
The head-capacity lines for different speeds cut the line "A" at points
indicating the percentage or normal speed for the capacities at this head.
The brake horsepower capacity lines will then show the percentage of normal
horsepower for different speeds. Maximum efficiency lines give the actual
pump efficiency for any he^d and capacity. These also are based upon
percentages.
As an example, lake a pump designed for 400 g.p.m., 200 !b. pressure. 2600
r.p.m., 62 per cent efficiency, and 75 brake horsepower required for driving.
AH these are represented by 100 per cent on the curve. Suppose it is desired
to find the other conditions for a capacity of 300 g.p.m. Then say —
Capacity =^ 300 g.p.m, 'given) — 75 per cent of normal
Head = 200 lb, ~ lOO per cent of normal (no change)
Speed = 96 per cent of normal ffrom curve) = 2500 r,p.m.
Efficiency = 96 per cent of normal (from curve) = 58.5 per cent
Brake horsepower = 80 per cent of normal (from curve) ^ 60 brake
horsepower.
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Kimball ButldinK. Chicago, 111., equipped with Heine Staadard Boilen,
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AUXILIARIES 305
Fig. 159 shows the relations upp" which depend the regulation of the
pnmp to meet varying demands. The head-capacity curves give the best
information as to the operation of centrifugal pumps. The efficiency curve
should be fiat, so that the efficiency is high over a wide capacity, thus main-
taining good economy under speed regulation.
The horsepower curve should rise to a maximum at the normal operating
capacity and then fall off so that no overload will be thrown on the dnver
should the pressure he reduced. This is particularly important in motor
driven pumps, since overload; can be serious-
Table 37 gives capacities and steatn consumption for different sizes of
centrifugal feed pumps. ' The calculation of capacity is explained elsewhere.
Table 37. Performance of Three Stuge Centrifugal Feed Pumps.
(150 Lb. Steam Pressure — 175 Lb. Water FreMure — 135 Ft. Per Stage)
&
,.,
„.
G.P.M
BHP.
Pn«Bt
H.P.
2,500 1
2,600 1
2,200 1
1,500 t
1.500 t
o 3.000 300
o3,000 500
4,000
6,700
10,000
13,200
20,000
56
04
G7
70
71
58
78
no
140
210
42 ; 75
42 66
6
8
o 2,000
o 2,000
1,000
1,500
1 3V . 56
38 54
1 1
• 0.075 gal, pLT B.H.P. used to provide a factor of safety.
The turbine water rates represent commercial averages. The column at
the right (steam per water H.P. per hour) is given so that the performance
can be compared directly with that of direct-acting steam pumps.
Performance data, due to /. Brestav, are given in Table 33 (or a boiler
feed pump and for a compounc duplex direct -act in([ steam pump. Both pumps
were designed for 250 g.p.m. and were operated nine hours a day at 160 lb.
steam pressure and 2 Iti. tiark pressure.
Table 38. Operating Coat Compariaoti of Boiler Feed Pumpt.
Turbo Com p.
Centrifugal Duplex
First cost _ $1,008 $980
Valves to be watched 0 14-18
Packing boxes ..„ _ _ 4 18
Oil used in 15 days, pints _ _ About 4 30
Grease, pounds - „ _ 4 0
Maintenance, packing, etc.. per year $30 S120
Steam consumption, pounds per boiler horsepower per hour 38-40 40-55
.\ simple duplex steam pun^p mouIiI have cost here about $600 but the
steam consumption would then be about 100 lb. per B.H.P. per hour. The
comparison shows that the compound steam end type of a direct-acting
pump is required, if the economy of the turbine driven centrifugal pump is
10 be obtained. The direct-acting pump is more complicated however, and
the maintenance and lubrication charges are much greater.
The leading advantages of centrifugal pumps are compactness, silent
running, durability and superior economy in cost of power, attendance and
repairs, and the facility with which they may be adapted to any location
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306 AUXILIARIES
where they may be supplied with power by direct connection to an electric
motor or steam turbine. As boiler feeders, they have the advantage over
reciprocating pumps of continuous delivery without shock or hammering, and
of producing no excessive pressure on feed mains for any adjustment of
feed stop valves or other stoppage of pipe connections.
The commercial forms of centrifugal ptimps are usually of the muhi-
siage type, either with or without diffusion rings.
r
Pig. 160. De Laval Turbine Driven Centrifugal Boiler Feeder.
Fig. 160 shows a pump without diffusers. The water after being picked up
y the impeller of one stage is discharged to the next stage through a return
' nnel cast as a part of the pump casmg. This channel is designed so as
to reduce gradually the velocity of the water leaving the impeller and trans-
form this velocity to pressure head. The advantages of this type of pump
are said to be simplicity nf construction and ihe absence of small water pas-
sages that might become blocked by foreign matter.
A single stage direct turbine-driven centrifugal feed pump has aiiained
some favor In Europe and is also beginning to be recognized in this country.
This has a pump impeller and turbine wheel mounted on one short shaft.
The pump and turbine housings are close to each other and as the machine
runs at a high speed, 5000 to 8000 r.p.m., it is a compact unit. These pumps
are designed to produce sufficient pressure to feed any usual boiler, and can
operate against a pressure of 250 lb. or greater. Owing to the high speed,
this pump is not accepted for general boiler feed use in this country, in
spite of its low cost and the small space required.
When the water is fed through an economizer to the boiler a four-stage
pump can be arranged so that one stage pumps to Ihe economizer and
through it to the main feed pump, which has three stages und discharges
into the boiler. Sometimes the pumping unit is made up of iwo separate
pumps, each with its own driver; but two pumps on one base, and driven
by one prime mover, are to be preferred. Thus each pump always works in
harmony with the other. The iwo pumps can be arranged, wiih the econo-
miier stage uncoupled or by-passed, to feed directly to the boilers. These
economizer sets are particularly well adapted to plants in which it is de-
sired to decrease the water pressure in the economizer tubes, because the
pressure in the economizer is usually one quarter of that with the ordinary
feed pump.
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AUXILIARTF. S 307
Fig. 160a shows a multi-stage high-pressure centrifugal pump used for
boiler feeding. It is really a volute pump so arranged that the volute of
one stage is led into the suction of the next stage, and the high pressure is
attained by putting in series as many stages as necessary. It is claimed that
the advantage of the volute, besides the simplici^, is that the efficiency is
maintained for a greater range than with the dllTusion vane type of pump ;
also the cost of the diffusion vanes, which are subject to wear, is eliminated.
The force on the horizontal split of the case, due to the high pressure of
the water, is taken care of by the bolts on the outside flange, and by through
bolts nearer the center line. The hydraulic balancing mechanism, which per-
forms the functions of a thrust bearing, is so arranged that both stuffing
boxes are under a low pressure and sealed with water. Every part of the
pump, except the case and shaft, is made of bronze. The two ring-oiled
bearings are equipped with large oil reservoirs.
Turbine -driven centrifugal boiler feed pumps have many advantages in
addition to their compactness and reliability.
They give reliable and uninterrupted service with little, and often un-
skilled, attention.
There is an entire absence of pulsation, shock, vibration or over-pressure
in pipe lines, thus making relief valves unnecessary and rendering the
pump suitable for use with automatic boiler feed regulators acting inde-
pendently at each boiler, or with feed-water meters.
The cost of maintaining the piping system is reduced, because less strain
is thrown upon it.
Close governing is obtained, either at constant speed or at constant
excess pressure.
There is entire freedom from liability to injury by overloading.
Troublesome parts, such as valves, packings, sliding surfaces, air chamber,
etc., are eliminated.
There is little expense for attendance and upkeep, due to the simplici^
and few wearing parts. All parts are easily accessible.
Cylinder lubricants are not required and little oil of any kind.
The steam consumption is lower than that of direct-acting pumps, and
superheated steam or low pressure steam can be used.
The exhaust is entirely free of oil and can be used in open feed heaters,
or introduced into an intermediate stage of the main turbine without danger
of introducing oil into the boilers.
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AUXILIARIES
Direct-Acting Power Pumps
DIRECT-ACTING power pumps are rarely used for boiler feeding. These
positive displacement pumps are selected usually where the available
sources of motive power prevent the use of the direct-acting steam pump.
These pumps are reliable, their maintenance cost is low and in small
capacities their efficiency usually higher (lower brake horsepower required)
than centrifugal pumps.
In the larger sizes, 3000 boiler horsepower and over, tliey become ex-
pensive and the centrifugal pump is more generally used.
The triplex plunger pump gives 3 steady flow of water, the cost of power
is less than the centrifugal pump when applied to boiler feeding, it can be
automatically regulated, it is reliable and if given intelligent attention it will
maintain its high efficiency for IS to 20 years with no cost for repairs ex-
cept for packin|c and valves.
The hi^h efficiency of the triplex pump U attained not merely at its
rated capacity, but is nearly constant throughout the full range of operation
provided its capacity is regulated by changing the speed. The average efli-
ciency is therefore greater than a mere comparison of catalog percentages
would indicate.
The triplex pump has a practically constant efficiency at different speeds.
The capacity is proportional to the speed. The discharge head does not
have to be throttled to regulate its capacity. The efficiency of the variable-
speed direct-current motors used to drive triplex pumps is more nearly
constant at variable load and speed than the efficiency of constant- speed
motors is at the variable load used to drive centrifugal pumps. Small re-
ciprocating engines have much better efficiencies at variable speeds than small
turbines at variable loads.
Comparing two types of boiler-feeding units, one a motor-driven cen-
trifugal pump and the other a motor-driven triplex pump, taking into con-
sideration the daily load curve of the plant and the efficiency curves of the
two pumps, together with the efficiency curves of the two motors, it was
found that the actual coal required by the triplex pump would be less than
one-half that re<^uired by the centrifugal. A similar comparison covering
steam driven units would show even greater difference in favor of the
triplex pump. Against these advantages are, more space required, higher
first cost, more complicated apparatus and more attendance.
Wilh stokers of the forced-draft type, states /. C. Hawkins, the engine
that drives the fan can be used to drive the triplex pump also. The feed
pump is then operated at a speed in proportion to the amount of steam used
and needs little other regulation. If automatic feed-water regulators are
used a relief valve set at about 30 lb. in excess of the boiler pressure must
he placed in the discharge line (probably by-passed back to the suction) to
prevent overpressure.
The triplex pump is simple, ^ves a nearly constant flow of water, and
at all speeds has about equal efficiency, ranging from 70 to S5 per cent. The
first cost of a pump and motor, however, is higher than that of a duplex
Methods of Driving Pumps
MOTORS are selected primarily because of plant conditions limiting the
use of steam from auxiliaries. Because of the difficulty of regulating
its speed to meet the varying^ capacity demands the electric motor is not
selected when steam power is permissible. If any of the power plant
auxiliaries are steam -actuated, the boiler feed pump should be one. The
alternating current motor must be run at constant speed, and the direct cur-
rent machines equipped with complicated control devices if the speed is to
be varied consideraoly. This speed variation is essential in feed pumps.
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310 AUXILIARIES
For alternating current, the squirrel -cage induction motor is used.
The starting current is high, but a feed pump continues in operation
for a considerable time, hence the great starting current does not justify the
use of a slip-ring motor.
On direct -current service a compound-wound motor is used. The series-
wound is unsatisfactory because it runs away if the load is suddenly taken
off, as when the pump becomes vapor bound or loses its suction. The shunt
wound motor is valuable for some services on account of its constant-speed
characteristic. The com pound -wound motor speeds up under lessened load,
but not to a dangerous extent; it will slow down if overloaded and thus
furnish relief.
Steam turbines are used principally with centrifugal pumps, as the high
speeds possible with this pump are met with a reduction of cost and floor
space. Turbines are uneconomical at low speeds (400-tiOO r.p.m.). The
water rates of the steam turbine and the direct-acting pump are compared
in Table 37.
The turbin'e can be regulated closely to meet varying power demands.
Its speed can be changed either manually or automatically, by throttling the
steam supply.
Turbines should be direct-connected to a centrifugal pump. The turbine
wheel and pump motor should be on one shaft, or a flexible coupling should
Steam engines run at a maximum rotative speed of SOO to 600 r.p.m.;
this is too low for direct drive to centrifugal pumps, which are too lar^e
and costly when driven at slow speeds. Belt-drive for centrifugal pumps is
not desired, as the belt is always a source of trouble and renewal expense.
Steam engines are susceptible to the same speed regulation as turbines, and
give good economy.
Automatic Regulation of Pumps
THE regulating eQuipment tor a feed pump consists of the pressure regu-
lator at the pump, and of a feed-water control device at the boilers.
The pressure regulator maintains an even pump discharge pressure by
throttling the steam, the speed of the pump being reduced so that with a
throttling of the feed at the boilers, pressure in the feed-water lines is not
increased.
The feed-control device is essentially a throttle valve in the feed line,
which is opened or closed to vary the amount of feed water supplied to the
boilers.
In steam -actuated pumps, the pressure regulator consists of a balanced
valve, placed in the steam line to the pump, near the pump valve chest. The
balanced valve construction is used to render operation easier and prevent
sticking. The cylinder of a piston on the throttle-valve stem communicates
with the feed-water line so that its pressure acts against the piston. When
this pressure is increased, the stem is depressed, closing the valve and throt-
tling the sleam to the prime mover so that the speed is reduced. A spring
or loaded lever on the valve stem opposes the action of the piston, thus
balancing the water force. The Spring can be adjusted to maintain any
desired pressure in the water lines. A diaphragm can be used instead of
the piston and water cylinder for simplicity and to reduce the cost
The so-called constant excess~pressMre regulator has the same elements
as a constant pressure regulating valve. The discharge water pressure,
however, acts on one side of the piston or diaphragm and the boiler steam
pressure on the other. The spring or loaded lever is adjusted so that the
difference between boiler and water pressure is maintained constant, and the
excess pressure is just sufficient to force the feed water into the boiler.
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AUXILIARIES 311
This regulator is used with widely varying sieam pressures to prevent
the pump from discharging against too great a head when the steam pres-
sure in the boilers is low. With a constant pressure governor, the water
pressure must be sufficiently high to feed the boiler under maximum steam
pressure. When the boiler pressure drops, the water pressure will be much
greater than actually requir^, and the pump will be consuming more steam
dian necessary.
Positive displacement power pumps are regulated either by varying the
speed of the prime mover, or by a by-pass control, which opens the discharge
from the pump to the suction, allowmg the water to circulate through ihe
pump. A check valve prevent* the water in the discharge line from flowing
back into the pump.
Fig. 161, Detaila of a Motor-Driven Pump ReBulator.
These machines are usually belted to a constant speed source of power,
or are motor-driven ; the speed of the driver can be varied only when it is
a direct-current or wound-rotor motor, and even then the control apparatus
is likely to be unduly complicated.
The essential elements of a constant excess- pressure governor for a
wound rotor motor-driven feed pump are described by C. H. Sonnlag as
follows: The regulator, Fig. 161, works on the follow-up motion principle,
such as is used on steam steering engines. The base casting is made from
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I
Ii
II
Ii
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AUXILIARIES 313
■n old motor rail. The diaphragm chamber and parts below it are from a
154-in. constant excess-pressure steam-pump governor. The motor used is
of the wound-rotor type, and the three brush holders of the regulators,
being in metallic contact with their supporting arm, short-circuit tnore or less
of the resistance in the rotor circuit, according to their position on the face
of the contact panel. The subdivisions of the rotor resistance are equal in
the three phases, but corresponding sections of this resistance in the three
phases are shunted successively instead of at the same time. This gives
three times as many subdivisions of speed as there are contacts on the panel,
and the result is smooth acceleration, with a speed for almost any rate of
feed.
The regulator does not open the primary circuit of the motor, nor stop
it, but it will bring the motor down to a low speed. The pump is fitted with
a spring-loaded relief valve set above the working pressure, which acts as a
safety device when the discharge line is absolutely stopped. The panel is so
connected to the resistance that the lowest position of the brushes shunts all
the r. ■
To start the pump and regulator, the valves leading to the upper and
lower diaphragm surfaces are opened, also the one supplying service-water
pressure to the follow-up. The drip valve should be open enough to let the
plunger and the brush rigging down slowly when the follow-up valve is
closed. The follow-up valve is then held open by raising the upper lever
until the brushes arc at the top of the panel and the primary switch is
closed, when the motor will start slowly. The follow-up valve is released
and the motor will accelerate up to the desired excess pressure. This is
determined by the position of the 7-lb. weight on the lever arm, 15 lb. being
about right for boiler feeding.
When the plant is small and steaming Is steady, the pumps are started
and run until there is a good level of water in the gage glass. The pump is
stopped when the level begins to rise too high, and started again when the
glass begins to show that the water level is below normal.
Centrifugal motor -driven pumps can be operated either with the by-pass
or with the control described for the power pump. The capacity of centrifugal
pumps drops off with an increase in head pressure ; consequently the pump
Speed tends to be regulated automatically, and pressures cannot become dan-
gerous. This characteristic is not so pronounced that a centrifugal pump is
independent of regulating devices. The control is usually of the by-pass type,
consisting of a safety valve which under a predetermined pressure opens up
and allows the discharge to flow hack to the suction. This pressure is above
normal, but is lower than the shut-olT or zero capacity head of the pump.
In si earn -actuated pumps the control is simpler, since the speed can easily
be changed by throttling the steam supply. With this method, power Is not
wasted by circulating water through the pump, and the pump is not constantly
being stopped and started again. The supply is throttled by utilizing the rise
■ and fall of water in the boilers, hot well, or open heater.
Feed Water Regulators
c in the feed lines is controlled by the
rum or in the hot well. The hot well level
ice. and calls for operation on a closed
. . . 1 the form of liquid or steam) must be
correct, therefore, in the entire system,— water lines, steam lines, and boiler.
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AUX [LIARIES
of flow is regulated in accordance with the water level in the drum; pr they
are o( the intcTrntttent-feed type, and the water is fed or not fed, as the
level falb below or exceeds a predetermined point in the steam drum.
The continuous- feed regulator is designed to give even steaming and
close regulation with slight danger of the water level dropping to a dan-
gerous point. The water in the drum is not cooled off suddenly by the
addition of large quantities of water, but feeding is continuous so that Steam
can be generated uniformly and most economically.
One intermittent-feed regulator contains 3 vertiiial expansion pipe, the
top of which is connected with the steam drum at the normal water level:
the bottom of this pipe is connected with the steam drum below the normal
water level. As the water level in the drum falls, it also falls in the expansion
pipe. Steam is then admitted to the pipe, thus increasing its temperature,
since the water in the pipe is cooler than the steam. This increase in tem-
perature expands the pipe and causes a motion that is transmitted to the feed-
water valve-stem. The valve is thus opened and more water admitted. When
water rises in the steam drum, the level also rises in the expansion pipe.
The temperature of the expansion pipe is reduced, and the pipe contracts,
closing the feed valve. Fig. 162 shows the design of this intermittent regu-
lator.
P^g. 162. Cope*' Feed Water Regulator.
In another type of intermittent regulator, a rise of water in the steam
drum or water column above the normal is followed by the overflow of the
water into a trap, thus opening it. Steam is then admitted to the pressure
chamber of the feed valve, which is promptly closed. When the water
level falls below the normal, the trap automatically closes. The pressure'
chamber of tlie feed valve exhausts into the hot well.
Feed regulators of the continuous type talce into account the rise and
fall of water in the gage glass, due not only to the quantity in the drum,
but also to the change in density of the water in the steam drum. When
the boiler load is increased suddenly, steam is generated more rapidly and
the steam pressure drops. More steam bubbles will rise through the water
in the drum, thus decreasing the density of this water. The density in the
gage glass remains unchanged. Hence the level in the gage glass rises more
slowly than does the water level in the drum, until the increased rate of
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AUXILIARIES 3IS
steam generalion causes it to tall. The water level in the gage glass then
fails, and the rate of feeding is increased in response, to maintain an even
level In the glass.
When the load falls off suddenly, the steam pressure is increased; this
is followed by a less rapid generation of steam and a reduction in the amount
of steam bubbles rising through the water space. The density of the
water in the drum is increased, while as before, the water level in the g^e
glass falls more slowly than does that of the level in the drum. When the
evaporation is less rapid, the water level in both the steam drum and gage
glass is ultimately raised; and the rate of feeding is reduced. Consequently
rise and fall due to density changes and changes in level due to variation in
the rate of evaporation, do not occur simultaneously.
This lagging action is used in some continuous-feed regulators, which
provide a strong feed during the decreasing load and lessen the feed rate
in proportion to the evaporation rate when the load is increasing rapidly.
Under decreasing load the furnace heat is thus stored, and is not wasted or
discharged to the flues. When the load is increasing, the rate of feed is not
increased greatly but is kept as low as is consistent with safety. The furnace
can then be used to generate steam instead of to beat targe quantities of feed
water.
Fig. 163. Continuous Regulator of Float Type.
In still another type. Fig. 163. a float normally rests upon the water in a
chamber installed at the level of the water in the boiler drums. The rising
and falling of the float is communicated to the throttle valve and thus regu-
lates the feed continuously. The float can be partly filled with a volatile
liquid, which expands because of the temperature changes in the float cham-
ber. This expansion tends to equalize the external pressure on the float, due
to the steam. The feed control valves used with the float are placed inside
the regulating chamber, so that there are no outside stuffing boxes to be
packed.
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A U X 1 1- 1 A R I F S
Location of Feed Pumps
POR cold waler service, that is, water at 60 to 70 deg., feed pumps )iive
■^ satisfaction with a suction lift as high as 15 feet. Generally, however, the
suction lift of the feed pump is decreased by the temperature of the water.
The atmospheric pressure which is equivalent to a head of 34 feet
of water, forces the water into the pump. In practice, deductions must be
made for the loss of head at the pipe entrance, pipe friction, valve friction.
acceleration of water to its highest velocity, and pressure necessary to pre-
vent vaporiration of hot water. For example:
Entrance toss, say...- „ 2.0 feet
Suction pipe friction 2 S feet
.Acceleration, or velocity head 2.0 feet
Pressure to prevent vaporiiration at 120°.... 3.9 feet
Assumed lift 15.0 feet
25.4 feet
Available head for lifting suction valves
and as a factor of safety for contin-
gencies 8.6 feel
Total 34.0 feet
The velocity head of 2 ft is a typical figure for a centrifugal pump, in
which the water velocity through the eye of the impeller wdl be about
12 ft. per second.
Fig. 164 shows curves of suction lift or suction head for different water
temperatures. The right-hand curve represents theoretical conditions as in
the steam tables, or the pressure to prevent vaporization of the waler. The
curve in the middle represents the maximum suction lift or maximum suction
head. For ordinary pipinc;. the left-hand curve should be used.
Pig. 164. Suction Lift or Suction Head at Different Temperatures.
If the capacity is too high for a pump or suction pipe handling hot
water the velocity head will be increased and the water handled will be
vaporized. If the suction pressure is too low, or the lift is loo high, the
hot water will be vaporized. Vaporization causes knocking in the dis-
charge lines and greatly reduces the capacity and efficiency of a direct-acting
pump. The capacity will also be decreased with centrifugal pumps, since
the water passages will be filled partly with vapor and partly with water.
The effect of temperature on capacity is shown by a test of a centrifugal
boiler feed pump, due to John Howard, This was a 3-in. three-stage pump,
designed for 150 gal. per min. against 195 lb. pressure, and was driven al
3O0O r.p.m. by a steam turbine. The water was measured by a flow meter,
which was afterward calibrated and found correct.
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AUXILIARIES
The capacity test (see Fig, 165) gave the results for 3 constant head and
far constant speed. The lirst curve was obtained by the use of a pump
governor, and the second when the governor was cut out, the capacity being
varied by throttling the discharge.
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160
Flow,SaJlons per Minute
In making the temperature-capacity test (Fig. 165) the temperature of
Ihe water in the open heater from which the pump took its suction was
varied by controlling the amount of steam passing into it The great varia-
tion was undoubtedly due to the extremely small head (only about 30 in.
above the center-line) on the suction side of the pump. Because of this
small head, the guarantee was only for 180 deg., but by. speeding up the
pump water at 190 deg. could be safely handled.
The suction lift should be kept low or the suction pressure high in ac-
cordance with Fig. 164. The suction pipe should be as direct as possible
with no unnecessary elbows or valves. The suction piping should be o(
generous siie; a velocity of 2 ft, per second should not be exceeded for hot
Suction pipes should be accessible for inspection and arranged so that
valve spindles can be repacked easily. Particular care should be taken to
avoid leaks in the suction pipe. These do not show directly on the dis-
charge side, although they are sometimes indicated by a "jump" of the pump
at the start of every stroke.
With long lines or deep lifts, the line and pump can be kept "primed"
by a check or foot valve at the bottom. With long suction lines, more par-
ticularly with single cylinder pumps, an air vessel should be fitted on the
line, to prevent knocking.
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AUXILIARIES
Injectors as Boiler Feeders
T NJECTORS are made in many forms, but Fig. 166 shows the typical ar-
*■ rangemetit and illustrates the method of operation. Steam is admitted
through the valve M, by turning the handle K, and enters the expanding
nozzles where the pressure is reduced and the velocity greatly increased. The
steam jet is then guided to the contracting nozzle or lifting tube V. In
passing from the first to the second nozzle it carries along the air in the
chamber and creates a vacuum. The water to be pumped rises in the suc-
tion pipe and fills the chamber. The steam and water thus enter the lifting
tube, passing to the mixing nozzle C, and the steam is condensed. When
the water and steam have reached the delivery nozzle D the steam has been
condensed and the water is traveling at a high velocity imparted to it by
the steam. The delivery nozzle is increased in cross- sectional area, reduc-
ing the velocity and hence increasing the pressure of the water. Conse-
quently its head is sufficient to overcome the resistance of the feed valve,
and the water enters the boiler. The steam has thus imparled kinetic energy
to the water ; this energy is converted from velocity to pressure in the de-
livery nozzle. The water is heated through the condensation of the steam.
The action of the injector depends not only upon the impact of the jet
of steam, but also upon its efficient and complete condensation, which must
occur during its passage through the combining tube. At 180 lb. boiler pres-
sure the water must attain a terminal velocity of 163 ft. per sec. to balance the
fressure, and something more to lift the check valve and enter the boiler,
f the total length of the converging combining tube is 7j4 in., the interval
of time during which the steam can he condensed is only 0.008 of a second
and the acceleration is 4 miles per second per second.
Anything that tends to diminish rapid condensation operates against
mechanical efficiency. An increase in the temperature of the water supply,
moisture or superheat in the steam; all tend to reduce the proper ratio be-
tween the weight of the water delivered into the boiler and that of the
motive steam. The steam must undergo instant and complete condensation,
and its velocity must reach a maximum at the instant of impact with the
Fis. 166. A Boiler Peed Injector.
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Lytton Building, Chicaio, 111., containine 1500 H. P. of Hunc Standard Boiler*.
D,slz.:hyCOOglC
A U X I L I A R 1 K S
Experiments with saturated steam prove that the flon is in accord with
the well-known formula based upon adiabatic expansion. The velocity of
superheated steam is slightly higher as it follows the law of a perfect gas
until condensation due to expansion begins ; the velocity of the combined
jet would consequently be increased, but this advantage is overbalanced by
the shorter interval of contact and condensation, during which the additional
heat in the steam must be abstracted. Consequently the mechanical efficiency
is lowered. To obtain good results with superheated steam, the injector tubes
and nozzles must be specially designed.
The practical effect of superheated steam upon the action of an injector
is to reduce the maximum capacity, increase the mininjum capaci^, and to
lower the limiting temperature of the water supply with which the injector
can operate. Further, with high pressure and superheat, an inefficiently de-
signed instrument is inoperative. It is therefore advantageous and usually
practicable to supply tbe injector with saturated steam through a special pipe.
The steam pressure range over which an injector will work depends upon
the distance between the steam nozzle and the lifting tube. With a fixed dis-
tance between these two points the injector will operate only with a pressure
range of about 7S pounds. If the injector is designed for 175 lb. maximum
Sressure the minimum steam pressure under which it will operate will be
DO pounds. After the maximum and minimum pressures are passed the
ratio of steam velocity to quantity of water for complete condensation of
the steam is not correct. The injector can be operated only by throttling
or opening its suction line, or by varying the distance between the steam
and lifting nozzles.
Commercial devices are supplied to render the injector operative over
a wider steam pressure range. In one tyf>e a half turn of the valve handle
allows the nozzle to remain in one position so that the pressure range is
90 or 100 lb. maximum. A full turn of the handle changes the position of
the nozzle, giving a higher range of steam pressures, 100 or 175 pounds.
The action of this type is indicated in Table 39.
Table 39. Steam Prewurcs at Lifting Nonl«i of Injectors.
FMd WaUr >t 100 Da(.
Another injector has a double set of nojtries; the first lifts the water and
delivers it to the second, which acts as a forcing nozzle to deliver the water
to the boiler. The capacity of this type can be changed by varying lie
amount of steam admitted to the lifting nozzje. The quantity of water varies
directly with the steam pressure at the lifting nozzle ; this reduction in
water is desired for the proper functioning of the forcing nozzle. Any
change in steam pressure or in quantity of water to condense the steam thus
affects both nozzles, so that pressure changes require no hand adjustment
- This type has operating characteristics as indicated in Table 40.
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AUXILIARIES
Table 40. Steam PreMurei at Lifting Nonlet of Injector.
Pnd W>Ur
Lift.
7SD-,.
100 Doc-
ISO Dx.
140 D<«.
suit |uptfl
sun
Up to
Stut Upta'
stut 1 Upto
25
25
350
300
25
30
40
205
205
235
35
35
45
230
230
205
35
45
45
66
240
I8S
50
70
210
166
55
66
140
120
20
:!:: ■;
Another type, commonly called an inspirator, Fig. \S7, has two nozzles,
but the steam pressure cannot be adjusted at the lifting nozzle. The lifting
and forcing nozzles receive steam from separate openings, so that the steam
pressures can be adjusted separately through vnlves in the steam lines.
Fig. 167. An Impirator Type Injector.
In all injectors a checic valve is placed in the mixing chamber, with
openings into the mixing nozzle, so that in starting, before vrater is drawn
into the mixing tube to condense the steam, the mixture of steam and air
can esc.ipe to the atmosphere. When the steam is condensed a partial vactmtn
is formed in this chamber and the check valve automaticall]( closet, opening
only when condensation fails.
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AUXILIARIES 323
The thermal efficiency of an injector, considered as a pump only, is about
2 per cent. As a combined pump and feed-water heater the thermal efficiency
is nearly 100 per cent, the only heat of the steam not returned to the boiler
being a small percentage lost by radiation. If the exhaust steam available for
feed-water heating is not sufficient to heat the water above its limit possible
with the injector, the latter is a good feedbg apparatus. On the other hand
the injector is not so economical if it interferes with the economic use of
exhaust steam in the plant It is rarely installed as the main feed unit,
unless in small plants where a feed pump might not receive attention. The
injector, however, is so reliable, compact and inexpensive that it almost always
is placed in the boiler room as an auxiliary feed device, to be used should
die main feed pumps become inoperative.
Many plants operate at high over-all economy during the heating season
when all the exhaust steam is utilized, but decrease their economy when
the exhaust is wasted to the atmosphere. Extra exhaust, winter or summer,
can be used to feed the boilers by means of an exhaust steam injector. The
heat taken from the boiler in the form of steam is nearly all returned at
once by the live-steam injector, but the exhaust-steam injector returns heat
to the boiler that is about to escape through the engine exhaust pipe. The
water so condensed is tree from scale-forming matter, but all oil should be
removed from the exhaust steam. Restarting an exhaust-steam injector is
not difficult when the water flows to it under pressure or live steam is
available.
Air entering the injector will always cause a "break," so l^at unusual
care should be taken to avoid leaks in the suction pipe. With some waters
trouble is caused by scale in the lifting, mixing and discharge nozzles; this
is probably due to evaporation to dryness of water remaining after a stop.
Economy of Feed Water Heating
T^E principal function of a feed water heater is to utilize the heat from
J- exhauBt steam or flue gases, which would otherwise be wasted. The per
cent of saving effected by heating the feed water may be expressed by the
following formula:
Per cent saving = lOO —Jr^±-^ (28)
where d = the temperature of water entering the heater, t, = the tempera-
ture of water leaving the heater and H = the total heat above 32 degrees
per pound of steam at the boiler pressure.
Feed water heating results in the further advantages: first, of increasing
the steaming capacity of the boiler by eliminating the heat required for
heating the feed water; second, by its action as a purifier certain scale-
forming ingredients in the feed water are removed; and third, by feed-
ing water into the boiler drum at or near the steam temperature the tendency
of setting up temperature strains in the boiler metal is eliminated.
Classification of Feed Water Heaters
l-lEATERS may be classified into three main groups, viz: closed heaters,
■^ *• open heaters and economizers. Open or closed heaters may utilize ex-
haust or live steam, while economizers utilize the waste heat in the exit flue
gases. The selection of one or more of these types of beaters will depend
largely upon conditions at the particular plant in question.
Open heaUrt may be of three different types. In the one type, generally
known as the live steam purifier, live steam is used to heat the feed water
up to a temperature of approximately 300 degrees in order to precipitate out
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AUXILIARIES 325
such scale-forming elements as the sulphates of lime and magnesia. The use
of the live steam purifier should be confined to those plants where the feed
water contains sulphates.
A second type of open healer is designed for the use of exhaust steam
at atmospheric pressure or less, while the third type is designed for the use
of exhaust steam at back pressure up to 10 or 20 lbs., depending upon the
back pressures on the auxiliary engines and pumps.
In the open heater. Fig. 168, steam enters the opening of the shell on
one side, pear the top, and passes through an oil separator into the mixing
chamber. The cold feed water enters at the top of the shell, and passes
over and through a set of perforated trays, where it is broken into fine
Fig. 168. Cochrane Metering Open Feed Water Heater.
particles, to insure thorough and intimate contact with the steam. The mix-
ing of steam and water condenses the steam and the mixture, or hot water,
falls to the bottom of the shell through a bed of filtering material. A float
controls the amount of water entering the heater so that a constant water
level is maintained at the bottom. An overflow provides against the water
level rising too high in the shell and backing up into the exhaust steam lines,
should the float control become inoperative.
Since the heat given up by the steam, plus the losses due to radiation, must
Tial that gained by the water, the amount of steam to raise a given amount
water to a desired temperature, is easily calculated, as is also the resulting
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326 AUXILIARIES
feed-water temperature, when the amounts of ateam and water are given. The
radiation losses can be made negligible with proper insulation, so this factor
is eliminated in the formula:
(29)
W ~ H + 32-
^ = Temperature of water to boilers (hot)
ti = Temperature of water to beater (cold)
// = Total heat of steam at back pressure conditions, B.tn.
,S = Weight of steam, pounds
JT = Weight of water, pounds.
The heat of the liquid at the two temperatures should be used for exact
calculations, but the foregoing is sufficiently accurate for commercial pnr<
poses.
In selecting an open heater, the following features should be considered:
1. Site. The heater must have sufficient steam space and tray area.
2. OH Separator. This is necessary if exhaust steam contains oil, as
when reciprocating-engines or pumps exhaust into the heater. Oil
must be efficiently separated and drained off.
3. FUter Bed. This is frequently omitted.
A, Hoi Well, or space at bottom must be ample so as to act as a settling
basin and reservoir for the feed pump. Vapor vent should be pro-
vided for escape of air and vapor. (Hot well can also be used as a
purifier space.)
> maintain proper water level in the
The design should also be considered in the light of its applicability
to plant requirements.
That part of the heat so used which is not converted into work is re-
turned to the boiler instead of being rejected to the condenser circulating
water, giving the maximum thermal efficiency.
In one heater an indicating and recording mechanism is supplied to
measure the feed water, so that the quantity can t>e checked closely and the
heat balance and performance easily calculated. These devices are valua-
ble in order to maintain a running check on performance.
When the exhaust steam pressure is above atmosphere, exhaust valves are
used on the heater or exhaust steam lines. These allow the steam to be ex-
hausted to the atmosphere or to the low pressure end of the main turbine.
In one valve a nest of spring-loaded relief valves performs this function. These
valves have individual dash pots. The action with them is smoother and less
likely to stick than with one large valve. The tension of the valve springs
out be regulated by a handwheel from outside the valve. The high back
pressure that may be required in the morning to run the heating system can
be decreased in the afternoon when the buildings have been warmed.
A thermostat can be attached to a heater to control the drives of auxili-
aries. These can be arranged for double drive, with motor on one side and
turbine on the other. When too much steam is exhausted to the heater the
pressure in the exhaust lines is raised, and the temperature is increased. The
thermostat then operates to throttle the turbine, and more of the load is
taken by the motor. Thus less exhaust steam is supplied, and the excess of
steam is reduced in proportion. When the supply of steam in the heater is
insufficient, the pressure in the exhaust line drops, the temperature is re-
duced and the thermostat permits more steam to flow to the turbine. The
turbine then picks up the load and furnishes more steam to the heater.
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AUXILIARIES 327
Relief valves can be used to bleed steam from one of the low pres-
sure stages of the main turbine and lead it to the heater during periods
of low pressure in the exhaust line. A high feed-water temperature is thus
maintained.
Closed feed water heaters may be grouped into two classes, steam tube
and water tube. Those in which the steam passes through tubes and the
water is contained in the heater shell are known as steam tube types, while
those in which the water flows through the tubes and the steam is con-
tained in the heater shell are classified as water tube types. Steam tube and
water tube heaters may operate on the parallel current or counterflow
principle, and they may be designed so that the steam or water makes one
pass through the heater (single flow), or so that the steam and water may
make several passes (multi-flow).
F^ig. 169. CloMd Feed-Water Heater.
F^. 1^ illustrates a typical closed water lube feed-water heater of the
multi-now type. Water is circulated in six passes to insure maximum heat
transfer from steam to water. The number of passes varies, but two is die
usual practice. Tubes are secured to tube sheets by screwing, welding or ex-
panding. In some designs each tube is packed with ferrule glands, to simplify
replacements.
The floating head construction provides for expansion and contraction of
the tubes under varying temperatures. This feature is important when
straight tubes are secured rigidly at each end to the tube sheet.
Most closed heaters are arranged so that they can be installed either
vertically or horizontally, as best suits the space and piping.
The Patterson-Berry man closed feed-water heater, illustrated in Fig.
17C^ is of the water tube type. The water makes a double pass through
inverted U-tubes, while the steam passes through the body of the heater. A
chamber at the bottom, provided with a blow-off connection, serves as a
receptacle for the collection of scale, sediment, etc.
In one heater, Fig. 171, coiled water tubes are connected to the top and
bottom water headers with special leakproof unions. The coils allow for ex-
pansion and contraction of the lubes and present maximum heating surface
This type is of the one-pass design, water entering at the bottom header and
leaving from the top. Tubes are examined or repaired through a door id
the front of the shell
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AUXILIARIES
Pig. 170. U-Tube Feedwater Heater.
Open or Closed Heaters
'T^HE general construction of the power plant usually determines the type of
■*■ healer. In marine service, for instance, because of space htnitations and
the rolling of the ship, closed heaters are usually installed. Open heaters
adapted to this service are in general use, however, by the English mercantile
marine. In ice plants the closed heater might be preferable, since the con-
densed steam would be available for ice-making ; on the other hand, much
better ice is made with the open heater, because it acts as a reboiler, driving
off the air and other gases, which purge off through the vent. With closed
heaters this air passes through the heater into the bailer and engine. A
greater amount of boiling is then required in the reboiler, with greater waste
of steam. Vacuum reboilers are sometimes found inadequate, and the
capacity must be increased by the use of atmospheric reboilers.
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AUXILIARIES
Fig. 171. Hulti-tubular Feedwatcr Heater.
nipared in the following tabulation:
Open Heater
Eff^
With sufficient exhaust steam for
heating, the feed water can reach
the same temperature as the enter-
ing steam.
Scale and oil do not affect the
Closed Heater
The maximum temperature of the
feed water will always be several
degrees lower than the temperature
of the steam.
If the scale or oil are deposited
upon the tubes, heat transmission
is lowered.
Prtssurrs
It is not ordinarily subjected to The water pressure is slightly
much more than the atmospheric greater than that in the boiler, when
pressure. ihe heater is placed on the pressure
Can be made, however, for back side of the feed pump, as is cus-
pressures of 15 lb. or more. tomary.
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AUXILIARIES
If the heater is to be used with It will safely withstand any ordi-
a back pressure, a good valve, pre- nary pressure. However, any shul-
ferably with more than one disk, off valve in the feed line should be
should be fitted. Otherwise, the placed between ihe feed pump and
teck pressure valve might stick and the heater, with a check valve be-
blow up the heater. Iween the heater and the boiler.
PurifiealioH
Since the exhaust steam and feed The oil does not come in con-
water mingle, provision must be tact with the feed water,
made to remove the oil from the Scale is removed only with diffi-
Eteam. cnlty.
Scale and other impurities pre-
cipitated in Ihe heater are easily
removed and do no harm.
CorrotioH
The open heater prevents cor- With the closed heater the oxy-
rosion by driving out oxygen orig- gen is not discharged and corrosion
inally dissolved m the water. of piping and boilers occurs.
Location
Must always be placed higher May be placed anywhere on the
than the pump on the suction side. pressure side of the pump.
The greater the vertical distance
between the pump and heater, the
better.
Feed Pumps
With supply under suction two Only one cold-water feed pump
pumps are necessary and one roust is necessary,
handle hot water.
AdaptabUity
Particularly adaptable for beat- Adapted to use in small space,
ing systems and wherever the re- and when condensate of exhaust
turns are piped directly to the steam can be used in process work,
heater,
Bconomizera
PIE economizer is a closed feed-water heater utilizing the hot waste gases
of combustion. As a piece of apparatus for the promotion of boiler
room economy, the economizer is rapidly gaining favor, due to increasing
prices of fuel, and to the large stack losses inherent with the present prac-
tice of forcing boilers to high ratings.
Two types of economizer may be met in practice, one in which the
economizer is an integral part of the boiler and the other in whidi it is an
independent unit. When an economiier forms an integral of a boiler its
design is generally such that steel tubes, headers and drums have to be
used. Inasmuch as there is extreme liability for corrosion due to the con-
densation of moisture or sweating of the outside of economizer tubes, cast
iron should be used rather than steel, due to its lesser tendency to fail
by corrosion, unless there is some special method taken to prevent the cor-
rosion of the steel.
Fig. 172 illustrates one widely used type of independent economizer. It
consists of vertical cast iron tubes, which are arranged in sections in the f!ue
leading from boiler uptake to stack. When in position the sections are com-
posed of bottom and top headers into which the tubes are pressed, a metal-to-
melal joint being formed. The top and bottom headers of the sections are
connected to branch pipes, one extending lengthwise at the top of the
economizer and the other extending lengthwise at the bottom. Both top and
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AUXILIARIES
Pig. 173. Oreen Fuel Bconomiser.
bottom branch pipes are located accessibly outside of the economizer setting
or casing. The feed water enters the economizer through the lower branch
pipe nearest the gas outlet of the economizer and leaves through the upper
branch pipe nearest the point where the Rue gases enter the economizer from
the boiler.
Either mechanical soot blowers or mechanically operated scrapers may
be used for cleaning the external tube surfaces. If scrapers are used, their
operating mechanism is generally placed on the top at the economizer. The
motive power for scraper operation may be supplied from some convenient
line shaft or by individual motor or engine.
Blow off valves and safety valves must be provided with economizers.
For flexibility and continuity of boiler operation it is desirable to have
a by-pass flue from boiler uptake directly to the stack. Inasmuch as gas
explosions sometimes occur within economizer settings, it is desirable to
provide quick opening explosion doors therein.
Economizer Performance
T^E stack gases in a boiler indicate the amount of heat available for feed-
*■ water heating. Table 41 gives roughly the heat content of the gases of
combustion in the flues and uptakes.
If the fuel has a heat value of 10,000 B.t.u. per pound, the stack gases
are at 500 deg., and the stoker is of the overfeed type, then Table 41 shows
that the heat in the stack gases will be about 182 per cent, or 1820 B.t.u.,
for every pound of fuel consumed in the furnace. The difference between
the heat in the gases entering and leaving the economizer represents the
saving. In the example just mentioned, if the gases leave at 350 deg.. they
contain 12 per cent of the heat in the fuel; the economizer then saves 62
per cent.
The economizer is most useful, therefore, when the heat of the stack
gases is greatest in proportion to the heat of the fuel or when the losses
would ordinarily be die greatest ; as with an overloaded boiler, hand-fired or
having an overfeed stoker and draft, The overload on the boiler will be
indicated by high stack temperature. As is shown by Table 41 with normal
load and efficient tiring, the stack losses may not be sufficient to warrant
the expense of an economizer. The slack gases will not heat the feed water
appreciably, unless the economizer is large and costly.
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AUXILIARIES
Table 41. Heat of Fuel (in Percent) Pretent in Flue Oaae*.
T_.5=?t^
"■ssas-
OnrfMd or Natainl '
DnftBtokw I
N^S^JTSS.
^bE'.i''
ol combust-
18
M 1
30
::::
n.b
14.0 !
400
17.4
12.2
13.8
15.4
16.1 I
18.2 r
20.3
650
26.2
17.0
18.6
20.1
22.4
24.4
26.6
700
750
21.7
23.2
:::: 1
The method of calculating economizer performance is given by A. B.
Clark as follows: Assume that the economizer is to be so proportioned
that the combined efficiency of both boiler and economizer will be 80 per
cent, the coat containing 10;000 B.t.u. per pound. The steam has a pressure
of 250 lb. g^e, and 250 deg. of superheat, the feed water entering the
economizer at 100 deg. The heat contained will then be 1340 B.Ln. per
pound of steam. The feed water contains 68 B.t.u., so that the heat
given up by boiler and economizer is 1272 B.t.u. per pound of steam. As
the efficiency is 80 per cent. 8000 B.t.u. of the 10.000 B.t.u. in each
pound of coal is used, and the evaporation is 8000 ~ 1272, or 6.3 lb. of water
per po'md of coal.
Allowing for excess air and infiltration of air, about 12.25 lb. of flue
gases will be produced per pound of coal burned. If the radiation joss is
neglected, the heat given up by the flue gases must equal the heat absorbed
by the water; that is, the product of the specific heat, weight and drop of
temperature of the flue gases must equal the product of the specific heat,
weight and rise of temperature of the water.
Let tg represent the drop of temperature of the flue gases and fur repre-
sent the rise of temperature of the water. Then
0.24 X 12.25 X <g = 1 X 6J X iw
Ig _ 1x6-3 „214
'tw ~ 0.24 X 1225"
This means that for every degree of temperature increase of the 6J lb.
of water, the 12.25 lb. of flue gases will drop 2.14 deg. in temperature.
The water passing through the economizer is taken as lOOjiOO lb. per
iKHir, which the boiler, it is assumed, can evaporate. The temperature of
the ^ses leaving the boiler is taken as tiOO degrees.
The average temperature difference between the water and gases in the
case assumed above is 484 J degrees. Tests on economizers show that
the rate of heat transfer from gas to water is about 5.5 B.t.u. per square
foot of surface per hour per degree temperature difference between the
gases and the water, when the economizer is proportioned for a gas flow of
3.O0O lb. per hour per square foot of area. It will be 4 B.t.u. per square
foot if the flow is reduced to 3,000 lb. per hour and in proportion between
these two points.
The water usually flows through all of the sections in parallel. With long.
narrow economizers and where the gases have a large drop in temperature
the economizer is sometimes subdivided into groups, through which the
water is passed in series, progressing in a direction counter to that of the
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AUXILIARIES
gases, thus obtaining a greater total transmission of heat according to the
coutiter-flow principle. The individual sections can also be connected in
series, but this complicates cleaning and blowing down.
The transmission coefficient varies with the mean gas temperature as
shown in Fig. 173, due to Geo. II. Gibson. The rate of heat recovery by the
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Water. hl«KLbip«r5q.Ft. per hiour.
174. Variation of Rate of Heat Recovery by the Bconomiier.
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AUXILIARIES
... iirectly as the load on the boiler to which it is con-
nected. This is shown by Fig. 174, also due to Geo. H. Gibson. The heal
recovery while the load is increasing appears to be somewhat less than while
it is decreasing, owing to the fact that the rate of heat recovery can be
determined only by measuring the temperature of the water as it leaves the
Using the higher value for calculation, the heat transfer per square
toot per hour is 5.5 X 484J. or 2663 B.t.u. Therefore the surface required
to raise 100,000 lb. of water through 10 deg. is 100,000 X 10 ^ 2663 = 376
sq. ft. The next step is to assume new values for gas and water temper-
atures and calculate the surface required.
Table 43. General Dimcnsioiu of Economlsers.
^^
9
10
n
Wetchtof
Eitacnal
Ktuntoot
^jgiOw
Ft— In.
4
4
4
1,636
1,756
1877
51.0
55.8
60.7
4
8
12
2— 5
4^10
7—3
4
6
6
12
9
10
11
12
9
2,006
2,388
2,570
65.4
76.5
83.8
16
20
24
7— 8
12— 1
14— 6
6
6
8
2,751
2,942
3.096
Sl.O
98.3
1(E.0
28
32
36
16—11
19— 4
22-llH
8
8
8
10
11
12
9
10
11
iiiiil
1U.7
121.4
131.0
40
44
48
25— 4H
27-9^
31— 5
10
10
10
127,5
139.6
161.7
52
56
60
33-10
36— 3
38— 8
10
12
12
12
9
10
4,684
4,380
4.742
163.8
153.9
107.6
64
68
72
42-3^
44— 8J4
47— IH
12
12
11
12
5.104
5.488
182.0
196.6
76
80
49— 6M
63-2
As the temperatures of the water and gas approach, the surface must
be increased for a given rise of the water temperature. The ashpit loss will
be about 3 per cent and the unaccounted-for losses and radiation are about
3.S per cent. As the efficiency of boiler and economizer is 80 per cent, the
flue-gas loss will be 13.5 per cent, or 1350 B.t.u. per pound of coal.
Flue gases from the coal will contain about 0.5 lb. of water in the form
of superheated steam ; therefore, as the total weight of the gases is 12.25 lb.
per pound of coal, the gases will weigh 11J5 lb. and the water vapor
0.50 pound.
Assuming that the air entering the boiler is at a temperature of 70 deg.
the temperature of the escaping gases can be found from the equation,
11.75X054 (' — 70) -f- O.SX0.48((— 212) -1-0.5x970.4
+ 0.S (212 — 70) = 1350
: 340 c
8,000
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AUXILIARIES
deg. from the assumed initial temperature. The return in heat units per
pound of coal is fired is 6J X 120 = 756 B.tu., or a return of 7.56 per cent
on a heat value of 10,000 B.t.u.
Having determined the surface area of the economizer, the space require-
ments can be checked with fair accuracy from Table 42, which gives the
dimensions of the economizer made by a prominent manufacturer. This
table will apply as a general guide in delermming Ihe room required.
Air Heaters
HEATING the air supply to furnaces by abstracting beat from the exit
gases is just as logical a method of saving fuel as is heating the feed
water in the same way. The saving effected can be directly measured by
the drop in temperature of the flue gases in passing through the air healer,
or by the rise in temperature of the air, when the weights of air and gas per
pound of fuel are known.
Usually the gases are passed through vertical pipes of about 3-tn. bore.
around which the air flows horizontally. In a system recently described
by /. I'an Brunt, the heater consists of a nest of serai-circular plates ar-
ranged in pairs so that the air flows in a path curved circumferentially from
inlet to outlet, while the gases flow between the plates in straight chordal
paths. This design makes a very compact and convenient arrangement.
The rate of heat transmission varies with the cleanliness of the surface.
with the gas and air velocities, and with the diflference in temperature be-
tween the gas and the air. Consequently, the areas of the passages and of
the heating surface are directly related.
In Table 43 the symbols have the following meanings :
W ^ Weight of air or gas, pounds per hour.
A = Area of passages, square feet.
R = B.t.u. transmitted from flue gas to air per square foot of
surface per boar per degree difference between average
temperatures of gas and air.
Table 43 can be entered with W/A, and the value of R found. The
heat (in B.t.u.) to be transmitted per hour divided by R times the average
temperature difference between the gas and air is the heating surface required.
Table 43. Heat Transmitted Between Flue Oases and Air.
Vdw
• at R
100
1.6
1.9
2.2
2.S
1
1
200
1.7
2.S
2.9
3.S
soo
2,000
2.7
Jooo:::::
This table has been prepared on the assumption that the values of IV/A
for gas and air will not vary more than 10 to 15 per cent. The area through
the tubes is commonly from 30 to 50 per cent greater than that of the equiva-
lent breeching. The air passages can be proportioned in the same manner
as directed in Chapter 6 on CHIMNEYS, allowing for the temperature of air
desired, and making the area between the tubes the mean of the hot and cold
air ducts. The toss of draft through a well-designed heater will be about 0.1
in, of water column. The loss of air pressure will be from 0.1 to 02 in.;
and to this must be added the resistance of the air ducts, making allowance
for bends that cannot be avoided.
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AUXILIARIES 341
Heating the air for combustion is practiced to a considerable extent in
marine work, witli mechanical draft. In the Howden system the air is forced
through the heater, while in the Elhs and Eaves system it is drawn through
t^ the induced draft fan.
Most of the applications in land service have been confined to municipal
refuse destructors wherein forced draft fans or steam-jet blowers draw the
air through the heater and dischat^e it into a closed ashpit, the tempera-
ture rise being from 300 to 500 deg.
When the air for combustion is heated 300 deg. or more, trouble mi^ht
be expected from grate bars burning out more rapidly, and from excessive
clinkering; btit this does not appear to be the case.
When heat that wotild otherwise be wasted in industrial processes can
be used to heat the air for combustion, the thermal efficiency of the whole
plant is increased. In electric power plants it is becoming general so to
utilize the heated air resulting from ventilating the generators, the air ducts
being piped from the generators to the forced draft fan inlets. The forced
draft air can be drawn from parts of the boiler room or from the space
near industrial processes, space that otherwise might become unpleasantly
hot, making for more comfortable operation and increased thermal efficiency.
Auxiliary Engines and Turbines
IN certain definite fields, according to /. S. Barttow, the small turbine is of
conceded superiority, and in other fields the engine must hold sway. The
following factors determine the adaptability, cost and economy of the equip-
ment to be installed for any given service ;
Ar^Maximum or minimum permissible speed, and whether the Kp-
paratus is driven at constant or variable speed.
6.— Steam pressure (initial and final) and superheat temperature,
C. — Power capacity of apparatus.
D. — Space requirements of turbine and engine units, available room,
power house construction, and cost of foundation or other sup-
porting structure.
E. — Use or application, if any, of exhaust for feed water heating,
steam heating or process.
F. — Available cooling water supply; if the turbine or engine is to
be run condensing, the temperature of the water and whether it
must be artificially cooled and re-circulated.
G. — Operating conditions, attendance, oiling, starting and stopping,
vibration and noise.
H.— Cost of complete installations, including foundations, piping and
condenser equipment, if any.
Not until about 20 years ago was a practicable small turbine developed,
and even up to ten years ago the turbine was looked upon mainly as an
experiment In the last few years, however, this type of prime mover has
been buitt not only in small sizes, but also in 50,000 H.P. umts for large cen-
tral stations. The turbine therefore is as well developed as a the steam
engine after more than one hundred years of improvement.
Speed Limitation is of first importance in selecting the type of prime
mover. Peripheral velocities must be high to utilize efficiently the energy
of a steam jet in the turbine. Its water rate is lowest, therefore, when run-
ning at a constant high speed. When speed variation or reversal is required,
or when the speed is necessarily low, the engine is much better adapted to
the service.
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AUXILIARIES 343
1 engine is run at very high speeds, operating troubles are sure to
__ ._. _rous, the upkeep is excessive, and the service unsatisfactory. The
lack of driven apparatus designed to run efficiently at speeds consistent with
high turbine economy has, in the past, frequently dictated the use of engines
as prime movers.
Speed reduction gears have been used with the turbine almost from
the beginning of its commercial development Recent improvements in high
speed gearing, as well as in the manufacture of high speed direct-connected
generators, blowers and pumps, running at 3000 r.p.m. and above, have
greatly increased the possibilities for turbine installations. Direct-current
generators as small as 10 K.W. capacity, and 60 cycle alternators of capacities
as low as ISO K.W^ designed for gear drive, are now obtainable. It is said
tiiat the increased efficiency of the higher speed turbine, and the saving
effected in the generator construction by reason of the slower speed per-
missible in the driven end, justify the expense and complication that the gears
introduce.
For power station work, where some of the auxiliaries are usually motor
driven, the exhaust steam can be entirely condensed in the fe^-water heater,
and the water rate of the steam driven auxiliaries is not a limiting factor.
Reliability, accessibility, low maintenance and labor costs are of more vital
importance. Power station designers have always preferred, therefore, the
turbo-auxiliary units, and there is now a decided tendency toward geared
installations.
Small engine units are run at high speeds, so that it is exceedingly
difficult to keep them in continuous service, and almost impossible to secure
smooth, quiet operation. The reciprocating units require close attention, and
must be shut down, overhauled, and adjusted at frequent intervals; the cost
of maintenance is high and breakdowns are by no means rare. An accident
to a circulating or hot-well pump, for example, usually necessitates a shut-
down of the main generator, with consequent loss of production, and in a
public utilities plant, loss of prestige and the incurrence of public ill-will.
In central stations, therefore, where the main units are few in number and
of large size, the circulating, hot-well and boiler feed pumps are usually
turbine-driven.
For driving fans of large capacity at low pressures, say less than l^i in.
of water, for induced draft, hot air heating and ventilating systems, engines
seem well suited. Fans built for this service run at less than 200 r.p.m., and
are of the paddle-wheel type. In induced draft work, load fluctuation may
require frequent changes in speed; the engine is under the control of a
throttling regulator, which is automatically actuated by a change of steam
pressure. Thei^e conditions are unfavorable to turbine economy.
The furnaces of underfeed stokers often carry air-duct pressures as high
as 6 or 8 in. of water ; the high speed multi-blade fan then makes the better in-
stallation, particularly when one fan serves several boilers. The size of the
blower units would be excessive at speeds below 400 r.p.m.. and the engine
drive is uncertain and expensive at this speed. Underfeed stokers at best
can develop only from one-quarter to one-third their maximum capacity with
natural draft, so that a blower breakdown under peak load is a serious matter.
The ability of the turbin-; to stand up under the conditions justly entitles it
to preference.
Owing to the freedom from reciprocating motion, the foundations re-
quired for turbines are small and light, there being little vibration to be
absorbed when the machines are well aligned and balanced. The small sizes
can be safely operated on floors designed for the ordinary loads. No diffi-
culty is experienced with the transmission of vibration to the structural mem-
bers of the building or to the piping system.
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AUXILIARIES 345
The turbine is often tued for boiler feed-pumps (centrifugal type} of
more than 250 gal. per niin. capacity, or about 3,000 boiler horsepower
developed, and on account of its small size the layout is usually neater and
more compact. When regulation by throttling is unnecessary, and the pumps
run at or near capacity, the economy is better than that of the direct acting
type. Valve renewal and packing troubles are avoided- The overload capa-
ci^ of the centrifugal type is small, so that the pump must be proportioned
to meet the niaximum demand, not the average boiler horsepower require-
ments. In the smaller sizes, the cost of turbine units is high; when the
load fluctuates widely and the speed must vary, the economy is poor and
it is better to install reciprocating pumps.
The turbine possesses a gnat advant^e in the simplicity of its con-
struction, which tends toward increased reliability and lower cost of main-
tenance. It can be started and loaded more quickly. In operation, it re-
quires much less attention than an engine of corresponding capacity. The
lubrication devices are few in number and of simple design.
Applicability af Turbines. Summarizing the foregoing, the field of use-
fulness of the turbine can be stated to be :
1. — Direct-connected units, operating condensing. 60 cycle generators In all
to 1000 K.W. capacity, including exciter units
Centrifugal pumps operating under substantially constant head and quan-
tity conditions, and at heads say from 100 ft. up, depending upon the siie
of the unit (This includes boiler feed pumps of more than 250 g.p.m.
capacity, or 3.000 boiler horsepower developed.)
Fans and blowers for delivering air at pressure from V/i in. water col-
umn to 30 lb. per sq. in.
Z. — Direct connected units, operating non-condensing for all the above pur-
poses, when steam economy is not the prime factor, or when the ex-
haust steam can be completely utilized, particularly if exhaust steam
must be oil-free.
3L— Oeared units, operating either condensing or non-condensing, for all the
above applications; and for others where a steam engine is required on
account of the slow speed of the driven apparatus.
Applicability of Engines. The fields of usefulness of the engine are
given as follows:
1. — Non-condensing units, direct-connected, or belted and used for driving
electric generators of all classes except exciter sets of small capacity,
unless b«lted from the main engine.
Centrifugal pumps, operating under variable head and quantity conditions
and at low heads, say up to 100 ft, depending on the capacity of the
unit.
Pumps and compressors tor delivering water or gases in small quantities
and at high pressures; pumps at pressures above 100 lb. per sq. in. and
compressors at pressures from 1 lb. per sq. in. and above.
Fans and blowers (including induced draft fans) for handling air in
variable quantities and at low pressures, say not over 5-in. water column.
All apparatus requiring reversal in direction or rotation, as in hoisting
and traction engines.
2^— Condensing units directly connected or belted, tor all the above purposes,
particularly when the condensing water supply is limited, and the water
must be re-cooled and recirculated.
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Chapter lO
HEAT INSULATION
THE function of a heaE insulating material is to retard heat flow. It is
heal insulation whether used to keep heat where it u wanted, as in a
steam pipe; or to keep heat away from where it u not wanted, as from
the cold water in a drinking water line.
Surface Resistance. The heat lost per degree temperature difference
between steam and air from metal 1-in. thick, heated by steam on one side,
and exposed to air on the other, is much less than the value of k shown for
the metal because the temperature difference between surfaces, d — (t, is much
less than the temperature difference between steam and air, tg-Ha, (See
Fig. 175.) The air cannot take up the heat as rapidly as it can be trans-
mitted by the metal; therefore, the temperature drop from the outside surface
of the metal to the surrounding air is almost alt of the total temperature
difference between the steam and air. The drop through the metal, t, — h, is
only a small part of the total. The amount of heat transmitted per hour
through unit thickness of material on flat surface is k (I, — tj. This hold-
ing back of the heat due to the inability of air to take it up as quickly as it
can be transmitted is called "surface resistance."
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INSULATION
resistance is in the insulation, and the surface resistance has less effect on
the amount of heat transmitted.
The surface resistance of a surface submerged in water ia small as com-
pared with that of one exposed to air. A pipe submerged in water will there-
fore transmit a vastly greater amount of heat than the same pipe sur-
rounded by air, even though the internal conductivity of the metal is the
same for each pipe.
Losses from Bare Healed Surfaces. Curve 1, Fig. 176, shows the rate
of heat loss at various temperature differences between hot surface and sur-
rounding air. Curve 2 shows the total beat loss at any particular tempera-
ture difference. Ordinates for curve 1 are on the left, and for curve 2 on
the right of the chart
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INSULATION
Table 44, for dtflerent steam pressures and temperatures, shows the heat
lost per year from a square foot of heated surface, the amount of coat re-
quired to replace these losses and the square feet required to waste a ton
of cr^ per year.
Table 44. Heat Loaaea from Uainaulated Hot Surfaces.
colSoTS..
'•Sr-
Rto.
PooDdsolCaal
WuUdHT
IToDofCDul
[wYw
0
10
26
212
240
142
170
197
334
425
^2.5
293
372
468
6.82
4;37
60
75
100
298
320
228
250
26S
644
737.6
820
564
046
718
3.66
3.10
2.79
160
200
250
306
406
296
318
336
960
1,079
1,184
840
945
1.036
2^12
1.93
Temperatuiea Bdow 311 Desreea.
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HMtlMpM-Sq.
n. p« Hr.. B-tu.
So. Ft. d Surlus
100
120
140
30
60
70
66.6
97.5
142.0
40.6
85.4
124.3
40.3
23.4
Ifl.l
160
180
200
90
110
130
190.0
242.0
298.5
166.3
212.0
261.6
12.03
9.44
7.66
Abov* Bfiina baHd upoD
~ ra of tb*
10,000 B.bD.mnIl>blapH pound of eo^ which kaqulnlnt b
.,._.._• •-'-asalMnsuwiaadu U,000 B.t.11. par pou
■ TO Ottma in both pHt> ol tba tabU.
At 100 lb. pressure, less than 3 sq, ft. of bare surface are required to waste
a ton of coal in a year. An area greater than this is exposed when a pair
of 10-in. flanges is left uninsulated. Also, many surfaces at low temperatures
are left uninsulated on the ground that the temperature is not high enough to
justify insulation. Table 44 shows, however, that only 12 sq. ft. of surface
at 160 deg. are required to waste a ton of coal per year. Surfaces too hot to
be touched with comfort represent a loss of heat. Fig. 177 shows the saving
by the use of a good insulation.
Valve of Heat Insulation. Heat insulation saves fuel directly or in-
directly ; in addition, insulated equipment renders better service, workti^ con-
ditions near heated surfaces are more comfortable, and the safety from Are
and accident is greater.
Insulation cannot prevent the flow of heat completely, as it does the
flow of electricity, All substances conduct heat to some extent. Table 45
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INSULATION
Dif fitnnec between Pipe and Room Tcmpcrcrtms, Dcgrccj
Fig. 177. Heat Lom from Bare Steam Pipe and Saving Effected by Good
Conductivities of Materials. Table 4S shows the conductivities of com-
mon materials. The cooductivily. k, is expressed in B.t.u. per square foot
per degree temperature difference between surfaces per inch thickness per
Requirements of Good Insulation. In order to be satisfactory, an insula-
tion must withstand the temperature and the wear and tear imposed upon
it. The mechanical form mast permit its application in workmanlike manner
to the surface! to be insulated. The insulation must be durable and must
be efficient in preventing heat flow. Insulating materials of laminated fibrous
structure are considered more durable than molded forms of insulation.
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1 N S U L A TI O N
Table 45. ConductiTitiea of Materiala.
aiwr
Aluminuni
Aluminum
Pure Iron
Wrought Iron
SteelfScrft)
Cast Iron
Coai;
Ice \^^[\[V^' /..\'.'.'.['.'.'.'.V.'.'.\'.'.'.\'.y.'.'.\'.'.
Maible
Umestone
Sandstone
SmlfWM)
Soil (Dry)
Firebrick
Concrete (Stone)
Concrete (Stone)
Concrete (Cinder)
Glass
Brickwork
Water
Sand (White. Dry)
Wood— Maple
Wood— Oak
Wood— Yeltow Pine
Wood— White Pine
Diatomaceous Earth Blocks
Air Cell Asbestos .
85 percent Magneua
Aabesto-Sponfle, Felted
Cork
Hair Felt
Air (True Conductivity, Radiation and Convection
eliminated)"
IuUmis
n Dl>Iommeea» Eutli to Hair Fait, Induiln, tba tai
to ba M or naar that of Uh OTdlnaiy
■CarboBi In Ita Tarisiu f onni, Imi m
SonH fonni et cnphlta luiva coeductlwlM :
OMl «U)a poiAnd (ftucoal has a St '
In, tbfl tamparatu]
.aatablOtli u
It aa that ^nn aboT* lor
1 of beat throu^
Practically all commercial insulations depend upon entrapped air for
their insulating value. Air has a low heat conducting power (see Table 45)
and if confined in small spaces to minimize ihe effect of cotiveclion within
the spaces, and of radiation of heat across them, the resistance to heat flow
is high. Even perfect vacuum would be ineffective in preventing heat flow
unless the bounding surfaces were mirrored to prevent radiation.
ib. Google
INSULA TI ON
In Fig. ITS the tieat losses through different commerckl insulating mate-
rials are compared. Tabic 46 shows the thicknesses and weights per lineal
foot of the materials referred to in Fig. !?8. The uses for which materials
are recommended by manufacturers are also given.
Materials for Iniulalioits. Asbestos, Fig. 179, is the most important of all
materials use<l as insulations at steam temperatures. Many insulations con-
sist almost entirely of asbestos, and on account of its fibrous form asbestos
is used as a binding material in almost every insulation manufactured for
high temperatures.
ib. Google
INSULATION
Table 46. Thickness and Weight of IniulatinK Materials.
ReeoninHnded (a
L i-M as par nnt Ii
L J-MIiutentad....
[ J■M\^tribt^Um...
' J-MEuraka.
r J M Molded Aibe
i Cvey Cuiieel.
: CanySamtad
: Cu«y Dupln
[ CBnySGper Mnt Miinol*
I S^mo Wool Felt
~'i>iipveU UiibPrcamra
ia diiUnca (ram pipe hi
» to outer HufaM ol
e of magnesia. A typical analysis
Ferric oxide (Fe,6j) .
Asbestos, although highly heat resisting, has little insulating value in
s natural rock form (see Fig. 179). Not until the hbers are separated and
lanufactured into felts, in which they entrap a large numher of finely divided
ir spaces, does asbestos become an efficient insulating material.
Fig, 179. Rock Asbeitoe.
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ib.Google
INSULA TI ON 3S7
Asbestos will withstand temperatures up to about 1500 (leg., but the
fibers become brittle when subjected continuously to temperatures above
1200 degrees. The limit for the fire-felt type o( asbestos insulation, whicli
consists principally of asbestos fiber and a binding material, is about 1200 de-
grees. The limiting temperature for laminated forms of asbestos insula-
tion is about 700 degrees. The limit for the cellular types of asbestos insula-
tion is about 300 deg., on account of the organic matter used in the asbestos
felt from which they are built.
Carbonate of Magnesia. Next in importance to asbestos is hydrated
magnesium carbonate [4MgC0i. Mg(OH),. 5H,0]. This material in the
form manufactured for insulating purposes is light and porous and has good
insulating value. Tiie necessary mechanical strength and durabiliLy are
secured by mixing about IS per cent of asbestos fiber and 85 per cent of
hydrated magnesium carbonate ; from this the name "85 per cent magnesia" is
derived.
The natural rock from which the magnesium carbonate is obtained is
hard and dense, resembling marble. In this original form the material has
practically no insulating value. The high insulating value of 85 per cent
ma^esia is due to the process of manufacturing. The magnesium carbon-
ate is separated from the other ingredients in the original stone, the rinished
product having one-tenth of the density and less than one-twentieth of the
conductivity of the natural rock.
The 85 per cent magnesia is not ada^ited to temperatures above 500
degrees. At higher temperatures the material is calcined, loses CO^ shrinks
and loses strength rapidly.
Dialomaceotts Earth (.Kieselgukr) is a naturally occurring mineral of
high heat resistance. It consists of practically pure silica (SiOi), which is
finely divided, owing to the manner in which the deposits were built up under
water in prehistoric times from the skeletons of microscopic organisms
known as diatoms.
The insulating value is less than that of asbestos or magnesia, but it
will withstand higher temperatures than either of these materials. In molded
forms it is usually strengthened by being mixed with asbestos fiber. Blocks
manufactured from diatomaceous earth will withstand temperatures up to
2000 degrees.
Cork. For the insulation of larger surfaces at low temperatures, as in
refrigeration work, cork is the moit desirable material. The source of cork
is the bark of the cork oak tree. The cork is ground and molded into
sheets by the application of heat and pressure. No binding material is re-
quired as the natural gum of the cork cements the particles firmly, and serves
as a moisture proof coating as well. The use of cork is confined almost
exclusively to refrigeration and cold storage work.
Hair Felt. This has the highest insulating value of any commercial
insulating material. It is widely used for the insulation of brine and cold
water pipes, and is then sealed in with waterproof membranes to prevent
access of moisture from the air.
On outdoor steam lines, hair felt is also used outside of other insula-
tions. The inner layer of asbestos or magnesia protects the hair felt from
the high temperatures, while the high insulating value of the hair felt in-
creases the cffictency of the combination. The maximum temperature to
which hair felt can be subjected is about 250 degrees.
Miscellaneous Materials. Wool, silk, and cotton have insulating value,
but this is principally used in clothing. Wood and paper are of vahie as
insulations, and are used in building construction.
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ib.Google
INSULA TI ON
Heat TransmisBion Througli Inaulation.
The factors in determining the rate at which heat will be transmitted
through unit area of an insulating material are:
(1) The conductivity of the material,
(2) The temperature difference between its two surfaces.
(3) The thickness of the insulation,
(4) The form of insulated surface.
Of lesser importance are the finish of the surface and the velocity of
air currents over the surfaces.
Table 4S shows how greatly the conductivities of materials vary. The
figures in the table are surface-to-surface conductivities. Fig. 178, however,
compares approximately equal thicknesses of insulating materials, the ordi-
nates being actual rates of heat transmission per square foot per hour per
degree temperature difference between hot surface and surrounding air.
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Effect of Temperature on Heal TratumutioH, Fig. 180 shows that the
rate of heat transmission per degree is not the same at all temperatures.
However, the loss at any temperature can be found by multiplying the
transmission factor given in the chart for any temperature difference
between hot surface and surrounding air, by that temperature difference.
Efficiency. Insulations are often compared in terms of their "insulating
efficiencies," As thus used, the term "efficiency" is the percentage of the
uninsulated surface loss saved by a given insulation. It is bare surface
loss minus loss from insulated surface, divided by bare surface loss; both
losses apply to the same area and arc for the same temperature difference.
Thickness and Heat Transmission. Fig. 180 shows the variation of heat
transmission from different thicknesses of material on flat surfaces. The loss
through material 2-in. thick Is greater than one-half of that through material
1-in. thick, even ttiough the litres are for flat surfaces, for which the re-
sistance of the 2-in. material is exactly double that of the 1-in. material.
The "surface resistance" is practically the same for the 1-in. as for the 2-in.
thickness. Consequently, the resistance of 2 in. of material plus one surface
ince is not double that of the 1 in, of material plus one surface re-
ce. and heat transmission is inversely proportional to total i
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Fig. 181 shows the effect of the thickness on heat transmission for pipe
surfaces. The loss through material 2-in. thick is even more above one-half
of that through the l-in. thickness, than it was for the flat surfaces. In
addition to the surface resistance effect, the second inch of insulation is
applied over a larger area than the first inch, so that it does not offer as
much resistance to heat flow.
Pipe Sisc and Heal TransmissioH. Fig. 182 shows how the rate of heat
transmission through a given thickness of insulation varies with pipe size.
By comparing this chart with Fig. 180, the losses through different thicknesses
on pipes are found to be greater than through the same thickness of the same
insulation on flat surfaces; also, as shown in Fig. 163, the losses are greater
on small than on large pipes, other factors being the same.
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I N S U L A TI O N
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Fig. 183. Comparinn of Heat Losa from Vadoua Sizea of Pipe.
In flat surface insulation all the heat flows straishl through in parallel
lines, but in pipe insulation the heat has a continually widening path into
which to spread as it flows outward. Consequently more heat will flow from
a given area of pipe surface than from the same area of flat surface. The
smaller the pipe the more rapidly the path for heat flow spreads out; there-
fore the greater is the rate of heat loss for a given pipe area and thickness
of insulation.
Is and Surface Finish. Air currents greatly decrease the sur-
With bare surfaces the losses can be Increased by the elTect
of wind to several times the values In still air. When efficient insulations
are applied so that they are sealed against the effect of air blowing through
the jomts, the maximum increase in heat transmission due to wind velocity
varies from about 10 per cent for an insulation 3-in. thick to about 30 per
cent for a l-in. thick insulation. These figures are only approximates
because the more efficient the insulation, the less affected it is by wind
velocity.
If the insulation is loosely applied so that air can circulate through the
joints and crevices or between the Insulation a[id the pipe, wind can in-
crease the loss upward of 100 per cent. Painting the surface of Insulation
usually decreases the loss of heat slightly and is desirable because the sur-
face is thus sealed against circulation of air.
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INSULATION
Thickness of Insntatio'i. The thickness it will pay to use depends upon :
(1) The temperature difference between hot surface and air,
(2) The value of the heat units to be saved by insulation.
(3) The size of pipe,
(4) The kind of insulation used,
(5) The cosi of insulation.
The last increment of insulation put on should save enough to pay a
good return on its cost. The minimum allowable return is usually taken at
about 14 per cent, which covers interest and depreciation.
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INSULATION 365
Fig. 184 is a chart for determining llie most econoniical thickness of 85
per cent maimesia. It can also be used in selecting the thickness of other
materials. However, the actual saving should be checked to determine
whether the return on the investment is satisfactory.
The data given in Figs. 178 to 184 can be used to determine the most
economical thickness of insulation, as follows: Required to find whether 2
or ZYi in. thickness of asbestos sponge felted insulation should be used on
a boiler drum. Steam pressure is 150 lb. gage; cost of coal. $5 per ton;
cost of insulation, 30 cents per sq. ft. 1 in. thick ; boiler room temperature,
80 degrees. (All heat losses and savings are expressed in B.t.u. per de-
gree of temperature difference.)
Steam temperature at ISO lb. gage pressure .- J66
Room temperature — 80
Temperature difference „ - - -286
Heat loss per sq. ft per hour through 2-in. thick asbestos sponge felted
(Fig. 180) „ „ _ „ _-a2l
Heat loss per sq. ft. per hour through ZYt in. thick asbestos sponge
felted _„ _- .ai7
Saving per sq. ft. per hour per deg. temp. diff. by use of 2^-in. thick-
ness - — - _ JQM
Saving per sq. ft. per hour = 286 X 0.04 = _ „11.44
Saving per sq. ft per year = 8760 X 11-44 = 100,300
Saving in lb. of coal per sq. ft.
100.300 .nn,
'""=" T5ooo = '™
Saving in dollars per sq. ft.
10.03 ,
"20000
Cost of 2yi in. insulation per sq. ft. = I'/i X 0.30 = -0.75
Cost of 2 in. insulation per sq. ft. = 2 X 0.30 = 0.60
Cost of additional J4 in. of insolation t= _ 0.15
Above saving expressed as percentage return on_
additional cost - -. - lOOX^^^ = I&7
This is a satisfactory retam so that the use of 2yi in. thick insulation is
a paying investment
(On such surfaces as boiler drums and heaters, the '/i in. of insulation
is usually applied in the form of a plastic insulating cement.)
In like manner, Figs. 182 and 184 can be used to check the most
economical thicknesses of pipe insulations.
Innilat'wn of Boiler Druntt and Piping. In insulating steam and hot
water pipes and boiler drums, the correct thickness (see Fig. 134) should be
applied so that there are no crevices or open joints. Asbestos cement can
be used to seal openings, and a layer of asbestos cement can be applied over
the outside of sheet or block insulation, to give a smooth hard finish.
per year - J^X $5.00 ^ .a025
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INSULA TI ON 367
Boiler IVall Insulation. By insulation of boiler walls about one-half of
the heat transmission through them can be prevented. This saving alone
would make the insulation pay. but the saving can be still larger if the in-
sulation -seals the wall effectively against air infiltration. To accomplish this
the insulation should be applied in large sheets and finished on the outside
with about Yi in. of asbestos cement.
The application of insulation on the outside of a brick wall is quite
different from applying it to a steam-heated surface at the same temperature.
The steam-heated surface remains at about the same temperature as it was
before the insulation was applied; for the temperature is only a little below
that of the steam. On the other hand, the blanketing effect of insulation
holds the heat in the brick wall. The temperature of the wall surface is
greatly increased, the outer surface of the wail being at a temperature far
below that of the source of heat. This temperature increase may amount
to 500 deg. on the portions of the wall opposite the furnace, varying with
the thickness of wall and the thickness and kind of insulation. Consequently
an insulation more than 90 per cent efficient on a steam-heated surface saves
only from 40 to 50 per cent of the heat radiated from a brick wall. The
insulation itself is not any less efficient, but the difference is due to the
increased temperature of the wall surface.
Reference should also be made to Chapter 4 on FURN.ACES AND
SETTINGS.
Brccckins Insulation. If Ihe breeching leads directly to the stack the
heat saved by insulation does not find its way into the steam. However, the
draft is increased when this heat is retained in the gases. With an econo-
mizer the heat is returned to the boiler. Insulating the breeching helps to
cool the boiler room, which otherwise might he unbearably hot.
Breechings are insulated either by an inside lining or by insulation ap-
plied to ihe outside surface. An inside lining, finished with a coating of re-
fractory cement, protects the steel. On the other hand more efficient insula-
tion can be used on the outside of the breeching, and then does not obstruct
the draft area. '
Overhead Outdoor Lines. When outdoor lines are run overhead they
can be insulated with the same materials used on similar lines indoors. The
insulation must be thicker on account of the lower temperatures and the
exposure to wind. (See Hair Felt.) It must also be protected from the
weather by sheet iron or asbestos roofing jacket. Hair felt, with an inner
lining of asbestos or magnesia, is used successfully for outdoor lines.
Underground Lines in tunnels can be treated just as if they were indoors,
except that the canvas must be thoroughly painted as a protection against
Lines running in covered trenches should be treated in the same manner
as overhead outdoor lines.
Lines running underground can be insulated by enclosing them in vitrified
tile conduit and placing an efficient filling material in the space between
the pipe and tile. All joints must be sealed. Thorough drainage must be
provided by a tile underdrain and crushed stone, which should be brought
well above the center-line of the conduit.
Cold Water Lines. These can be insulated with hair felt or cork. Mois-
ture condenses easily from the air on a cold pipe, and the moisture greatly
reduces the insulating value. Therefore, all insulations on cold water lines
should be so thoroughly sealed that moisture- laden air cannot penetrate them.
ib. Google
11
9s
ib.Google
CHAPTER 11
HEAT AND COMBUSTION
Theory of Heat
HEAT is n form of energy convertible in exact quantitative relations into
otlier forms of energy. When two bodies at different temperatures are
placed in communication, the temperature of the warmer body falls while
that of the colder rises until the two bodies attain the same temperature. To
account for this phenomenon, we say that heat flows from the hotter to the
colder body. The fall of temperature of the one is due to a loss of heat,
while the rise in temperature of the other is due to a gain in heat.
In the caloric theory, heat or caloric was assumed to be a fluid which
could flow from one body to another and thus cause changes of temperature.
But the experiments of Rumford, Davy, and Joule invalidated the old caloric
theory and established the modern mechanical theory.
Heat may be generated by the expenditure of mechanical work, by
chemical reaction, or by the electric current. Famdiar examples are the
heating of liearings due to friction, the heat generated by the combustion of
coal, and the heat produced in an electric lamp filament.
Useful work can be done by the expenditure of heat, as in the steam
engine. The law of definite relationship between work done and heat ex-
pended has been firmly established by the experiments of Joule. AccoMing
to Joule, heat is not a fluid substance like caloric, but is a form of energy due
to the motion or configuration of the molecules in a body or system.
Thermometry
n^HE measurement of the quantity of heat abstracted from or added to
■^ a body depends primarily upon the measurement of temperatures ; that
is, upon thermometry. The temperature of a body is a measure of the
intensity of its heat, or its ability to impart heat to cooler bodies or to
abstract heat front warmer ones.
Temperature is expressed in units called degrees, which are subdivisions
of the temperature range between the temperature of melting ice and that
of boiling water. There are three temperature scales in use ; the scale of
Fahrenheit, which is used in nearly all engineering work ; that of Celsius,
called the Centigrade scale, which is used generally in scientific laboratory
work; and that of Reaumur, which is used to some extent in Europe.
The' Fahrenheit scale is practically the only one used in American power
plant practice. When no scale is mentioned in this book, the temperatures
are given in degrees Fahrenheit.
Conversions of temperature readings from one scale to another are quite
simple, as may be seen from the following table :
ib. Google
Table 47. Temperature Scalea.
Kxpl.n.tion
' Der^H
Fihrenheit
Centigrade
Ru^'r
0'
100=
100"
5
0'
q
4
Conversions a
e made as follows :
(CX
^)+i2 = F
(30)
(RX
-J ) + 32 ^ F
(31)
(F — 32) X
T =^
(32)
RX
-J- -^
(33)
(F~3Z)X
4=" -
(34)
cx
4=«
(35)
Absolute Temperature
INVESTIGATIONS with gases show that as they are cooled the pressure
they exert is diminished [iniformly. The temperature at which the pressure
would vanish is called "absolute zero." This point, which has been closely
approached in practice, is expressed as ^460 deg. Fahr. The "absolute
lemperatvTe" of a body is therefore its temperature above absolute zero,
that is, the regular scale reading plus 460, and is often used in calculations
relating to expansion and radiation.
Thermodynamic Temperature Scale
THE only standard of temperature which depends solely upon the nature
of heat and is independent of the nature of any measuring substance is
the "Thermodynamic Temperature Scale." By this scale, the ratio of any
two temperatures is equal to the ratio between heat absorbed and emitted
\w a reversible thermodynamic engine working between the same tempera-
tures. Again, these temperatures are numerically equal to those that would
be indicated by an ideal gas thermometer, obeying exactly Boyle's law,
Fl' ^ RT. Con Slant- volume gas therraomelers, employing gases whose devia-
tions from the properties of perfect gases are known, are used, therefore, to
calibrate instruments for actual temperature measurement. Hydrogen is used
for calibrating when the temperatures do not exceed 600 degrees. From 600
to 2800 deg. nitrogen is preferable, as it has less tendency to diffuse
through the walls at the higher. temperatures. The temperatures are observed
as functions of the pressure increment, and a calibration thus determined
for simpler forms of thermometer exposed to the same temperature.
Thermometers and Pyrometers
FIXED points have been determined b^ comparison with standard gas
thermometers, and are used in calibrating instruments for high tempera-
ture readings. These are expressed in degrees Fahrenheit as follows :
ib. Google
Table 48. Fixed Points.
Naphthalene boils at 760 mm.
pressure
Benzophenone boils at 760 mm.
Cadmium melts or solidifies Jn i
Zinc melts or solidifies in air.
Sulphur boils at 760 r
(29.92 in, of mercury)...
Antimony melts or solidifies in COi_.....
Aluminum solidilies in COt ,
Silver melts or solidifies in CO.
Gold melts or solidifies in CO^
Copper melts or solidifies in CO*
Lithium metasilicate melts in air
Diopside, pure, melts in air.
Nickel melts or solidifies in H and N
Cobalt melts or solidifies in H and N
Palladium melts or solidifies in air
Anorthite melts in air
Platinum mclls in air
^4.4
582.5
609.4
re6.7
832.0
1165.6
12173
1760.0
1944.3
1980J
2193.8
2526.2
264S.6
2713.6
2820.6
2821.1
3136.0
Instruments for measuring temperature are classified by /. A. Moycr in
Table 49, which also gives the temperature range and degree of accuracy
niuaUy obtainable.
Table 49. Thermometer*.
Type
Range D»g. F.
Accuracy Deg. F.
(a) Ordinary Type
0-1-575
From 1.0 deg. in common
instruments up to 0.01 deg.
(b) Jena Glass, cap-
Higher ranges accurate to
illary tube filled witV
1 deg.
(c) Quartz Glass
— 37 1
0 -1-1500
Higher ranges accurate to
capillary tube filled
Ideg.
with nitrogen.
2. Alcohol or Petrol-ether
— 325i
o+lOO
Accurate to 1 deg.
3. Electrical Resistance
— -100 to + 2200
Accurate to 0.01 deg. for
4. Thermo-electric
— 400i
0-1- 3500
5. Metallic-expansion,
-1- 300to -1- 1000
Uncertain
mechanical
-{-95 to -1- 1350
7. Radiation
deg.
(a) Thermo-couple
-1- 3001
0-1-4000
Reliable to about nearest
in focus of mirror.
20 deg.
(b) Bolometer
-400
0 temper-
Reliable to about nearest
atur
20 deg.
to temper-
Reliable to about nearest
20 deg.
9. Seger Cones
-1- 1100
to -1-3600
Reliable to about nearest
20 deg.
ib.Google
ib.Google
Mercury Tkcrmomeiers. Because of the iiniform expansion of mercury,
and its sensitiveness to heat, it is commonly used as the fluid for thermometric
measurement within tiie ranges given in Table 49. Up to temperatures of
about 575°, the ordinary type of thermometer has a vacimm in tlie capillary
tube above the mercury, while for higher temperature ranges the capillary
tube is filled with nitrogen or carbonic acid gas under high pressure. Re-
searches carried on at Jena have resulted in the production of a special glass
for thermometers, known as the Jena normal glass ; this glass has practically
the same coefficient of expansion as mercury, and hence is particularly suit-
able for thermometers.
Correction for Stem Exposure. Thermometers are usually graduated
to read correctly for total immersion ; that is, with the bulb and stem at
the same temperature. However, in general power plant measurement work
it is seldom that the bulb and stem are at the same temperature : therefore.
in order to obtain the correct temperature a "stem correction" must be
applied. The stem correction (K) may be calculated from the formula:
K = 0.000088 n ((,—/) (36)
in which n is the number of degrees of the scale reading not immersed. (,
the indicated temperature, and t the mean temperature of the air surrounding
(he stem as shown by a second thermometer.
Calibration of a Thermometer. When a thermometer is intended for
exact work, its two fixed points, viz : the freezing point and boiling point,
should be veriBed, and the graduations calibrated. To test for the accuracy
of the graduations, a short column of the mercury in the stem, say 15 or
20 dt^rces in length, is detached by jarring, and its length measured in suc-
cessive positions through the entire length of the stem by means of the scale
marked thereon. Where the capillary tube is relatively narrow, the thread
of mercury will be correspondingly long, and thus by its changes in length
the irregularities in the thermometer tube can be determined and a calibra-
tion curve deduced.
Thermometer Weils. A thermometer well is used in measuring the
temperature of steam or water when it is impossible to immerse the ther-
mometer bulb directly. A well generally consists of a hollow plug, threaded
at the upper end. It is screwed into a threaded hole in the top of the hori-
zontal pipe through which the steam or water flows, the lower part of the
well extending vertically into the interior of the pipe as far as the center,
if practicable. The inside diameter of the well should be slightly larger
than the outside diameter of the thermometer tube, The well should be
filled with mercury or high grade mineral oil for temperatures below SOO".
and with soft solder for higher temperatures. For superheated steam, the
immersed portion of the well should preferably be fluted so as to increase
the area of absorbing surface.
Alcohol Thermometers. The low limit for mercury thermometers is
about — 33 degrees Fahr. Hence, when it is necessary to measure lower tem-
peratures, the alcohol thermometer is employed, in which alcohol or petrol
ether is substituted for mercury as the expanding fluid.
Electrical Resistance Thermometers are based on the variation of the
electrical resistance of certain metals with the temperature. Platinum has a
uniform resistance, and withstands high temperatures, hence is often used
for this work. The resistance thermometer is made of a coil of pure annealed
platinum wire wound upon a mica framework. The variation in resistance
is measured by a Wheatstone bridge. Inasmuch as small currents are used
with this device, delicate galvanometers are required.
Thermo-eleclric Pyrometers, Fig. 185, are based upon the fact that when
wires of two different metals are joined at one end and heated, an electro-
motive force will be set up between the free or cold ends of the wires. The
combination of two such wires is known as a thermo-couple. The voltage
ib. Google
so set up, when the "hot" end is at a higher lemperalure than the "cold"
end. usually increases as the temperature difTerence increases and may be
measured by a sensitive galvanometer or voltmeter.
Fig. 185. Thermo-electric Pyrometer.
There are two general types of thermo-couples, viz: high resistance
and low resistance. The high resistance couple is formed of platinum and
platinum-rhodium wires of small diameter and is often called a rare metal
couple. Base metal or low resistance couples are made of iron versus con-
stantan, chromel versus alumel and various other special patented alloys
that are obtainable in sizes of No. 6 or 8 B. W. G. Platinum and platinum-
rhodium couples may be used up to a temperature of 3500° F.. while base
metal couples are not suitable above 2000° F.. though their safe working
temperature depends on the character of the alloys used.
Thermo-couples, whether of the rare metal or base metal types, should
preferably be housed in protecting tubes. Iron pipe will satisfactorily serve
as a protecting tube up to 1500° F., but above this temperature, special alloy,
quartz or porcelain tubes should be used.
Mechanical Pyrometers. Fig. 186. depend for their action upon the dif-
ferent rates of expansion of two different substances, that are generally in
the form of iron and brass, or graphite and iron rods. The movement of
the rods resulting from expansion is multiplied by gears and levers and com-
municated to an indicating dial graduated in degrees. These pyrometers
sometimes find application in the determination of boiler flue gas tempera-
tures. They should be frequently calibrated, although at best they give
unreliable results.
A peculiarity of these mechanical pyrometers is apt to be disconcerting
if the inexperienced observer is not warned. On placing in a flue, the outer
element expands first and causes the pointer to indicate a very low tempera-
ture, after which it rises to the proper temperature as ths inner element
becomes heated. On withdrawing the instrument, the outer element cools
first and causes the pointer to indicate a very high temperature until the
inner element cools. Owing to this peculiarity, they are obviously unreliable
where there are wide temperature fluctuations.
ib. Google
Fig. 186. Mechanical Pyrometer.
Fig. 187. Recording Vapor Thermometer.
ib. Google
II
ib.Google
Vapor Thermometers, Fig. 187, operate by the expansion of ether, mer-
cury, or other liquids confined in a steel bulb and capillary tube, to which
is connected a measuring or indicating device. When the bulb is heated, the
vapor tension iiicreases and operates the indicating or recording mechanism.
The capillary tube of such a thermometer may be as much as 100 ft. long,
hence these instruments are suitable for use when it is desired to have the
recording device located on an instrument board at some distance from the
point where the temperature is taken. This type of thermometer is used
in the boiler room for the measuremant of feed water and superheat
temperatures.
Radiation Pyrometeri are instruments devised to measure temperature
by means of radiation from incandescent bodies. In one type of radiation
pyrometer (FiryJ the heat rays are focused by means of a series of mirrors
upon the hot junction of a thermo-couple and the electromotive force so
generated is indicated by a sensitive galvanometer graduated to read tem-
perature directly. These instruments, if used correctly, will measure fairly
accurately the temperature of fuel beds or furnaces, but their application in
the boiler room has been limited.
Optical, Pyrometers are not used in boiler room practice, but serve
rather to measure the temperature of small hot bodies. The F4ry optical
or absorption pyrometer measures temperature by focusing the heat rays
by means of a series of mirrors and comparing the intensity of light emitted
from the furnace with the light from a small comparison lamp.
Seger Cones find little or no use in the boiler room, their use being
restricted chiefly to the ceramic industries. Seger cones arc small pyramids,
consisting of various mixtures of quartz, feldspar, etc., and forming a scale
with differences of SO to 80 degrees F. between fusion or softening points.
The cones are numbered in such a way that No. ] melts at 2102 deg. F., No.
022 melts at 1094 deg. F., and No. 42 melts at 3378 deg. F. To determine the
temperature of a kiln or furnace, three or four consecutively numbered cones
are placed upon a tire brick and introduced into the heated zone. The tem-
perature indicated lies between the temperature of the cone, which still stands
upright, and the temperature of the next one, which has begun to soften.
Color ai a Temperature Indicator. The color of many highly heated
substances is an indication of the temperature. Results, however, obtained
by this method are unsatisfactory, except for rough estimation, as the sus-
ceptibility of the observer's eye and the surrounding illumination are sources
of considerable error. Table 50 gives a schedule for judging temperatures
in this way.
Table SO. PouiUet Color Schedule.
.\piwaruice I>cg. F.
1290
1470
1650
_ 1830
Deep orange..- ! 2O10
Clear orange 2190
White orange I 2370
Bright white — ( 2450
Dazzling whit<
ib. Google
Units of Heat Quantities
Pl£ BrUish thermal tinit (B.t.u.) is the amount of heat required to
raise a pound of water one degree Fahrenheit in temperature- It makes
little practical difference at what part of the scale this one degree hes. but the
"mean B.t.u.," adopted as the standard, is Vut of the heat required to
raise a pound of water from 32 to 212 deg., whidi is approximately equal to
the heat required to raise it from 63 to 64 deg.
The mechanical eit«ivalent of heal is the amount of work that can be
produced from or is convertible to a unit of heal. Many scientists have con-
ducted tests in which mechanical work was entirely converted into frictional
heat; these tests have been checked by calculations, and it has been determined
that 1 British thermal unit — 778 ft.-lb. of work. The more accurate value
is 777.S2, at a point ( such as latitude 45 deg.) at which g, the acceleration
of gravity, equals 32.174 ft. per second per second.
The heat contained in a body is a function of its mass, its temperature
and its specific heat, or heat capacity. The specific heat of a substance is the
amount of heat required to raise a pound of it 1 deg. in temperature. The
speciiic heat of water is therefore 1 B.tu. at 63 deg. The specific heats of
all other substances express their capacity as compared with aivater. The
greater the specific heat of a substance, the more heat is required to increase
Its temperature through a given range, and the more heat it will give up
when cooled. The specific heat of a solid body can be determined by heating
it and immersing in water. The heat lost (as measured by the increase in
temperature of the water) divided by its mass and its decrease in temper-
ature, gives the specific heat. This is practically constant for solids, but
varies slightly with temperature for liquids, and considerably in the case of
gases. The calculation of the British thermal units involved in heating water
is therefore simple ; more extensive data are required to calculate the heat
for vaporizing water, superheating steam, or that lost in flue gases.
The specific heats of several common solid substances are given tn Table
51 by Lucke.
Table 51. Specific Heat* of Solid..
Solid ' SjwcLlic ileal
0.1 ITO
0.1138
Brick work, masonry, stone 0.1298
Coal --. 0.16 to 0.18
Wood 0.4S to 0.6S
Glass 02 to 0.241
Cast Iron about 02
" 0.0924
0.241
A discussion on the specific heat of gases oci
Heat Transfer
A WARM body has a constant tendency to pass over its heat content to
a cooler one, and as their temperatures approach, the net rate of trans-
mission decreases proportionately, until it reaches zero. Heat is transferred
by three distinct processes: radiation, conduction, and convection.
Radiation is the direct passage of heat energy in the form of rays through
space or through a dtathermanous medium. Solar heat travels by radiation,
and is converted into sensible heat on striking the earth. Heat is radiated
ib. Google
from the burning fuel and gases in a furnace, and the portion that strikes
the boiler tubes aids materially in evaporation.
Conduction is the passage of beat between substances in actual contact
In homogeneous bodies the heat transmitted varies directly as the area and
temperature dil^erences of the two surfaces under consideration, and in-
versely as the thickness. Transfer rates can also be estimated or deter-
mined experimentally for combinations of materials, such as metal coated
vith scale, or with grease and soot. All heat used in evaporating water
in a boiler must necessarily pass by conduction through the clean or coated
metal.
Conveclion is the transfer of heat by the motion of the fluid containing
it. In traversing the heating surfaces of a boiler the hot gases give up heat
by convection to the melal of the tubes from which it passes by convection to
the water in circulation.
Radiation
RADIATION takes place conttantly from all bodies, even though they
may be cooler than their surroundings. The net gain or loss by radiation
is the difference between the heat received and that emitted. The standard
of comparison is the performance of an ideal "black body," one that would
absorb all radiation incident upon it, and would radiate heat at the maximum
rate. The British thermal units emitled by radiation from a "black body."
per square foot per hour, by Stefan's formula equal 16007^/10°, when T is the
absolute temperature of the body, in degrees Fahrenheit. With all real bodies
receiving heat by radiation, a portion is reflected, and if the body is at all
transparent to radiation, a portion is transmitted. The absorption factor,
the ratio of the heat absorbed to that incident, is equal to the emission factor,
which is the ratio of the emissivity (radiating ability) to that of a perfect
black body. The emissivities given below are for use in Stefan's formula,
the values being substituted for the 1600 used for a black body:
Table 52. RndintJon Conitanti.
Rough cast iron, oxidized....
Dull wrought iron, oxidized
Slightly polished copper—
1S70
1540
1540
1510
1120
278
The rougher a body is, and the darker it is when in the cold state, the
higher is its radiative and absorptive power.
The net heat transfer between two bodies depends upon their tempera-
tures, on the character of their surfaces as affecting their emissivities, and
on the angle of exposure. For two "black bodies" with parallel faces exposed
to each other, the heat transfer is
H=~-(.T,'-Tn (37)
ib.Google
,Google
The temp«rature of a point exposed to radiation in a furnace setting
can be determined by thia law. Take foi example a point so located on the
side wall so that its angles of exposure to the fuel bed and to the boiler tubes
are equal, the bed and tube temperatnrea being 2S00 and 500 deg. respect-
ively. As the point is at a uniform temperature and practically unaffected
l^ the gas travel, the heat which tt reeeivea by radiation from the fuel bed
will be equal to that which it emits to the tubes. Taking 1600, 1500 and
ISSO as the radiation constants of the fuel bed, firebrick and tubes respectively,
1600 „_™ isoor liso-r isoo^,^.
T = 2545 deg. abs. = 2065 deg. F.
which is the temperature of the given point in the side wall, as influenced by
radiation.
Heat radiated to and from a surface in such a manner is often spoken
of as "reflected," although the bulk of it is absorbed and then emitted.
The total heat transmitted to the tubes depends upon the temperature of
the fuel bed, and upon the area of the fuel b«l exposed to the tubes, rather
than upon the total tube surface. The glowing carbon radiates beat at a
rate almost equal to that of an ideal black body, and while the tubes receive
radiant heat from the walls and the flame, as well as from the fuel bed, the
net transfer can be closely approximated by inserting the fuel bed and the
tube temperatures and the area of the effective fuel bed surface, in the
"black b<>dy" heat transfer equation.
In a locomotive type furnace, the entire surface above and surrounding
the fuel bed is heating surface, except the fire door, which covers only a
small angle of the fire. The transfer by radiation is proportional, therefore,
to the fuel bed area. In a furnace of this type having 40 sq. ft. of fuel bed
at 2500 deg., the sheets being at 50(1 deg.. the heat transferred by radiation
would be
](il»x40 / 2960-— gW J ^ 4,858,240 B.t.u. per hour.
The height of the fire box would not affect the total transfer by
radiation, as the entire fuel bed is exposed to the cool heating surface. If
the height was 4 ft., and the total sheet surface 200 sq. ft., the heat trans-
ferred by radiation would be 24,291 B.t.n. per hour per square foot of
heating surface.
With an externally fired boiler, each portion of the hot fuel bed is ex-
posed to hot walls as well as to the cold boiler tubes, and the walls are
exposed to the fttel bed and the tubes. In each view of Fig. 188, the angle b
Pig. 188. Application of RadUtion Law to an Externally Fired B<riler.
ib. Google
represents the exposure of a point on the fuel bed to the heat-absorbing
tubes, and a and c the angles exposed to surfaces at temperatures approxi-
mating those of the fuel bed. By taking an average of b/\SO at a number
of points in the fuel bed and the walls, a measure of the effective radiat-
ing area of the hot surfaces cau be ascertained. The right-hand member o(
the formula 37 (for heat transfer between two black bodies) can then
l)e multiplied by this average, the result being the average net heat radiated
by the hot surfaces to the boiler.
The higher the fuel bed temperature the more heat passes to the boiler
surface as radiant energy instead of being carried by the gases as sensible
heat. Fig. 189 shows the extremely rapid increase at high temperatures, the
radiation being four to five times as great at 3500 deg. as at 2500 deg. abso-
lute. Each curve is plotted for a constant temperature (a» indicated) of
the soot coating on the water-heating plates.
Temperaturo of Fuel Bed
Tests by the University of Illinois on Heine boilers, with and without
a baffle protecting the lower row of tubes, showed a much lower ilue-gas
temperature, and 3 to S per cent higher efficiency when the tubes were ex-
posed to radiation. Little smoke was produced in this case, although if the
amount of heat transferred by radiation is too great the fire is cooled, and
combustion is incomplete.
A fuel bed under the boiler gives greater transmission by radiation
than does a Dutch oven.
Up to the point where the products of combustion are cooled below the
ignition temperature, any heat transmitted by radiation, instead of being
carried by the gases, is clear gain. High transmission by radiation requires
a large fuel surface exposed at a wide angle to the heating surfaces, and
high temperature of the fuel bed surfaces. The latter, however, must not
be so high as to damage the furnace lining or fuse the ash.
ib. Google
Conduction
/"Conduction ihrough a homogeneous solid is measured by the
^— ' following formula :
// =, CO,— i,) ^^j
H r=Amoiiiit of heat conducted = B.t.u. per sq. ft per hour
C ^ CoefTicient of conductivity =; B.t.u. p«r sq. ft. per hour per
degree difference hetween the temperatures of two parallel plane
surfaces I inch apart
N = Distance between plane surfaces or thickness of substance
/„ /, =; Temperatures of the two plane surfaces
Values of C for different materials are given below in Table S3:
T«ble 53, Coefficients of Conductivity.
UucrimI I CoBdiKtlvtty C
.Aluminum
Wrought iron....
nruugni iron _.. ti£ i . ^,y ,
Soft stcel.„ _ 322 f ^' ^'^ '^^■
Cast iron..™ 314
Hard Bted ,. 180 1
Firebrick 9,0 at 1300 deg.
Water 4.35 at 86 deg.
Glass (soda, window glass) 4.5
Hydrogen 0.976 at 60 deg.
Air _ „ 0165 at 32 deg.
Lamp bUck 0215 at 212 d^.
Vacuum _ 0
The conductivity of sulids varies slightly with temperature, iron de-
creasing by 0.0^9 for each degree Fahrenheit rise. With gases it varies
as the "constant-volume'' specilic heat and the viscosity at different tem-
peratures.
That the metal offers only a small part of the resistance to heat flow is
shown in boiler practice by actual rales of transmission. Consider, for
instance, a boiler operating at the rate of 10 sq. ft per equivalent boiler
horsepower, corresponding to 3350 B.t.u. per sq. ft per hour, with tubes
Vu in. thick. The conductivity of iron at 400 deg. is 408, and substituting
in the conduction formula, we get
3350 r
4oe ,
t,—i, — 0.82 deg. Fahr.
Higher rates of driving involve greater temperature differences, but the drop
through the meial never approaches the drop between the gases and the
water. Scale and soot coatings add considerably to the resistance, but even if
the combination offers ten times the resistai^ce of a clean lube, the temper-
ature dro() is only 8.2 deg. through solid material. This serves to emphasize
the possibilities of working the surface at high rates.
ib. Google
ib.Google
In a test on a Heine Boiler, the water surface of the li-in. thick tubes
was 41.5 deg. below the temperature of the gas surface. The heat conducted
was, therefore,
0.12S
X 41.5 = 136.000 B.t.n. per sq. ft. per hr.,
corresponding to 4,05 boiler horsepower per square foot, or 0.247 sq. ft. per
boiler horsepower.
Thermal resistance is the reciprocal of thermal conductivity, and the
total resistance of several bodies through which the heat must pass, one after
the other, is the sura of the individual resistances. A break in a snhstance
creates a surface resistance, so that boiler seams in contact with the fire
should be eliminated.
Convection
While considerable work has been done to elucidate the subject of con-
vection, it must be admitted that much research is still necessary.
Rankinr't convection formula is based on the assumption that the rate
of heat transfer is dependent simply upon the square of the dilTerence in the
temperatures of the gases and of the heating surface, and is independent of
the velocity of the gases. This assumption is now generally rejected.
Many prominent scientists and engineers have made investigations that
have provided interesting information. In 1874, Professor Osborne Reynolds
formulated a law of heat transfer which may be expressed as ;
where R ^ B.t.n. transferred per sq. ft of heating surface per hour per
degree difference between the temperatures a! gas and metal
If = Weight of gas per hour
A = Area of gas passage
a and b — Constants,
This law is baaed fundamentally on the rate of flow of the gas over the
heating surface ; it has been frequently and conclusively confirmed by Stanton,
Nicolson, Jordan and others.
Jordan summarized the convection law of heat transfer as follows:
1. For a constant rate of mass-flow, the rale of heat transfer is pro-
portional to the temperature difference between gas and metal.
2. For a given temperature difference, the rate of heat transfer in-
creases with increasing gas velocity according to a linear law.
3. For a given gas velocity and a given temperature difTerence, the
rate of heat transfer increases with the absolute value of the temperature.
4. The rate of heat transfer depends upon the condition of the heating
surface.
5. The rate of heat transfer depends on the si:te of the channel through
which the gas is flowing, the smaller the ratio of the area of the channel to
the perimeter of the channel, that is, the smaller the hydraulic depth, the
greater the ratio of heat transfer.
ib. Google
The value of a is influenced by the condition of the heating surface. It
varies between 1^5 and 22S. With reasonably clean surfaces, it is generally
very close to 2J), and this remains the case no matter what the circumstances
The value of b is of the most importance. It is influenced by the hydrau-
lic depth of the channel, and by the temperature. AH ordinarv conditions
are met by writing b = O.OOI. The effect of tbis, at say 2,000 and 4,000
pounds of gas per sq. ft. of gas passage area per hour, is:
(2,000 \ . „
Some take a much higher value of b with a consequently higher value of
R; but as these higher values of R are not realized in practice when the
ladiation effect is eliminated, it is customary to make an arbitrary addition
to the amount of heating surface so deduced.
Investigations now in progress by the Research Department of the
Heine Comf>any have yielded some surprising information. Under certain
circumstances the value of ^ may he increased very considerably, — in some
instances to as much as 0.004. To show the effect of this, the same gas
rates as above are taken, namely, 2.000 and 4,000 pounds.
'(-T>
The amonnt of heating surface required is, of course, inversely pro-
portional to R when radiant heat is nut considered. So that when W/A ^=
say 4,000 pounds, a boiler with /? := 18 would have a heating surface only
one-third of that of a boiler with R = 6, the capacity and efficiency being
the same for both.
Lawford H. Pry has made a broad investigation of the work of experi-
menters in this line and has devised a formula which harmonizes the results
of a large number of tests. This formula does not directly express ihe rate
of heat transfer, but rather gives an expression for the rise or fall of tem-
perature of a gas in its passage through a flue, the wall of which is at a
higher or lower temperature than the gas. When the gas is hotter than
the flue,
hlog y' — hlog^^ =Mj (40)
where » = Distance along the flue from entrance
Ti = Initial gas temperature, deg. absolute
Tt ^^ Exit gas temperature, deg. absolute
Ti ^= Mean flue wall temperature, deg. ab.soliite
M = Coefficient
lolog ^= T.x>garithm of the logarithm
Coefficient M depends on the flue dimensions and the rate of
gas flow.
ib. Google
Fig. 190 is drawn from Fry's formula, and shows the relation of gas
temperatures to proportion of heating surface passed over, with 2,S00° initial
and 450° exit temperatures in conjnnctioR with a water temperature of 360°.
The application of the law of high gas velocity to waste heat boilers
has been mentioned in Chapter 4 on FURNACES AND SETTINGS.
2200
ZOOO
^1400
J I ZOO
0 10 20 30 40 50 60 70 80 90
F^rceniage of Heating Surftee fiSasse^
PiK. 190, Relation Between Temperattire of Omm and
HeatinK Surface Patted Over.
ib. Google
, Google
Temperature Drop in Boilers
FXG. 191 shows the results of tests by the Bureau of Mines on a Heine
Boiler, operating at 4.4 lb. per square foot per hour, in which temperatures
of both sides of the lube were taken. These tests also show the large tem-
perature drop between hot gas and metal, and the small drop through the
metal to the water; the temperatures at the i"4-hour point being as follows:
Gases Gas-side Surf ace Water-side Water
.\t beginning of path 2552 400 358 347
At end nf path 688 352 349 347
Fig. 191. Temperature Rcadingi in Conductivity Teit.
The transfer of heat from metal to water, if the circulation is sufficient,
i.s rapid, because of the high specific heat of water. The high rale of heal
transfer in condensers, which may be more than 1000 B.Lu. per sq. fi. per
hour per deg. difference, ilhistrates this.
Combuation
r^OMBUSTlON is the process of oxidation or the chemical union of an
^^^ element with oxygen, and takes place with such rapidity that considerable
light and heat are produced. The principal combustible elements in fuel are
carbon, hydrogen and sulphur.
The oxygen necessary for the combustion of fuel is provided by the air,
which is a mechanical mixture, not a chemical compound. Air consists
principally of oxygen and nitrogen and contains small amounts of carbon-
ib. Google
dioxide, water vapor, ai^on and other rare and inert gases. These inert
gases are ordinarily included with the nitrogen, so that the composition of
air is generally given as :
Per Cent by Volume Per Cent by Wei^
O, 20.91 23.1S
N, 79,fB 76.85
The chemical combination of oxygen with the combustible elements of
fuels occurs in de6iiite and invariable proportions — a law which may be
better understood by the following brief references to elementary chemistry.
All substances, whether gaseous, liquid, or solid, are either elements,
compounds or mixtures.
An element is a substance which cannot be reduced to a simpler form.
Carbon, sulphur, oxj^en, hydrogen, etc., arc elements.
A compound is a substance which can be reduced into simpler forms or
elements by chemical process. Water, carbon-dioxide, iron sulphide, etc.,
are chemical compounds.
A mechanical mixture contains one or more substances not held in
chemical combination. Air, as mentioned above, is a mixture of the elements.
oxygen and nitrogen, and the compounds carbon-dioxide, water vapor, etc.
Molecules. If an element or compound be divided and redivided into
particles, until the limit is eventually reached where the substance can not
exist by itself without losing its characteristics, that particle is known as a
molecule. If such a molecule be dissociated into its component elements,
these elements are known as atoms. The elements are represented in
chemical nomenclature by letters, such as H for hydrogen, C for carbon, Fe
for iron, etc., etc. Compounds are represented by groups of letters with
subscripts which indicate the numbers and kinds of atoms contained in the
molecule. For example, the symbol HiO for water indicates that two atoms
of hydrogen and one atom of oxygen comprise one molecule of water. Atoms
seldom exist uncombined, hence the symbols for oxygen, nitrogen, etc., are
written Oi and N. which indicate that there are two atoms in the molecules.
Carbon exists in a number of different forms and hence there are many
carbon molecules, each containing a different number of atoms. The latest
investigations seem to indicate that the least number of atoms in any carbon
molecule is twelve.
Atomic Weights. The atoms of different elements have different relative
masses or weights. As hydrogen is the lightest, its atomic weight is generally
given as 1 and the weights of other atoms referred thereto, but sometimes
ox^en is given as 16 and used as the basis. Table 54 gives the atomic
weights of those elements most frequently met with in the combustion of fuels.
Tatile 54. Atomic Weights.
12.005
3Z07
16,00
14.01
ib. Google
Molecular Weigklt, When two or more elements combine to form a
compound, the relative weight of the molecule formed will equal the com-
bined weight of the atoms which comprise it. For example, the water mole-
cule, H,0 consists of one atom of oicygen (atomic wt, 16), and two atoms
of hydrogen (atomic wt. 1). 16-|-2=18, the molecular weight of water,
SigtiHieaaee of Atomic and Molecular Weights. When expressing any
chemical reaction by an equation, the relative weights concerned in the re-
action ar« obtained directly by using the atotnic or molecular weigjits. For
example :
C + 0,= CO.
12 + 32 =44
These relative weights may be expressed in kilograms, tons, pounds or
in any other unit of weight.
Where gases are involved, the relative number of molecules of the
gaseous substance occurring in the reaction stand for the relative volume
of that gas. Roman numerals are generally used to designate these relative
volumes, which may be expressed in cubic meters, cubic feet, etc. For
example, in the combustion of methane, one volume of methane unites with
two volumes of oxygen to form one volume of carbon-dioxide and two
volumes of water vapor.
I II I 11
CH, + 20, ^CO, + 2H,0
Heat of Combustion is usually expressed as the B.tu. generated by the
complete combustion of one pound of fuel. When elements or compounds
enter into chemical combination with one another, heat is either evolved or
absorbed; that is, the reaction is either exiothermal or endothermal. The
reactions in combustion practice are exothermal. When one pound of pure
carbon bums completely to carbon-dioxide, 14,544 B.tu. are generated.
When carbon is not supplied with sulTicient air for complete combustion,
carbon monoxide is formed and only 4,351 B.t.u. are liberated. The presence
of even a small amount of carbon monoxide in boiler flue gases indicates a
waste of fuel since each pound of carbon in this CO has yielded less than
one-third of its available heat. The effect of the presence of carbon monoxide
in the flue gases on boiler and furnace efficiency is explained in Chapter 15 on
TESTING and Chapter 16 on OPERATION.
Table 55 gives the weight and volumetric reactions and the heat evolved
in the combustion of those elements or substances occurring in fuels.
Ignition Temperature. As defined above, combustion is characterized
by the rapid chemical union of oxygen with the combustible substance. The
rapidity or speed of the chemical reaction depends definitely on temperature.
It is a well known fact that a lump of coal, even though surrounded by the
requisite amount of oxygen for combustion, will not burn, unless it is at a
relatively high temperature. So also for every combustible substance there
is a definite temperature below which the substance will not oxidize or burn.
This temperature, which is known as the ignition temperature, is given in
Table 56 for various components of coal and for CO.
It is to be noted that the fixed carbon in coal ignites at a lower tempera-
ture than the volatile hydrocarbons. Carbon monoxide will ignite at about
1210 degrees F. Therefore, with poor firing, delayed or secondary combustion
ma.V take place if oxygen is mixed with the CO in the proper proportions at
a temperature of 1210° or above.
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Table 56. Iinition Temperaturci.
Fixed Carbon — Bituminous Coal„.
Fixed Carbon — Anthracite Coal....
Carbon Monoxide. „
1210
9QO-1200
1130
orelieal Furnace Temperatures may be calculated on tbe basis of the
.g formula :
' = '-+w^. ■ <■">
I =: Temperature of combustion
(, = Temperature of air
// = B.t.u, developed by combustion
JK = Weidht of products of combustion
c = Mean specific heat of products of combustion between d and t.
The use of ihit formula involves a trial and error method in the deter-
mination of the mean specific heat of the products of combustion. The
theoretical furnace temperatures calculated by the above formula or modifi-
cations of it have but little value to the engineer, as the actual furnace tem-
perature is affected by variations itf the rate of air supply, by the complete-
ness of combustion, and by radiation from the fuel bed and flame to the
cold surrounding surfaces. Actual furnace temperature will therefore always
be lower than theoretical temperatures.
Air Theoretically Required for CombustioH. Table 55 gives the combus-
tion reactions which occur in the burning of fuel. From these, the amount
of oxygen necessary and consequently the weight of air theoretically re-
quired can be readily calculated by means of the atomic weights of the
substances involved.
The method of computing the air required for the combustion of carbon
to CO, will be given in the following example, which is typical of the manner
in which the results given in Table 57 are calculated.
From Table 55 it is observed that one atom of carbon unites with two
atoms of oxygen to form carbon dioxide.
hO,- CO,.
veight of carlHju in 12 and of
12+ f2xl6)=:44.
or twelve parts of carbon by weight unite with thirty-two parts of oxygen
by weight to form forty-tour parts of carbon dioxide by weight Now, if
we consider one pound of_ carbon as being burned, the weight of oxygen
necessary for combustion will be "/^ or 2.66/ lbs.
Since air contains 23.15 per cent oxygen by weight, there will be re-
cjiiired 4J2 lbs. of air to supply 1 lb. of oxygen. Then,
2.667 X 4.32 = 11.52 lbs. air required.
ib. Google
Table S7. Theoretical Air Requirements per lb. of Combustible.
Cora pound
Oxygen
Required
Pounds
Air
Required
Pounds
Air
Required
cu. ft at 80" F.
Carbon to CO
Carbon to CO^
CO to CO^
U3
2.67
0.57
5.76
11.52
2.47
78.4
156.5
33.5
&00
1.00
1.50
34.56
4.32
6.48
469.5
Sulphur to SO,
Sulphur to SO,
58.6
8a2
Methane
4.00
3.08
3.43
17J8
13.29
14.81
234.8
180.9
Ethylene
201.6
Ethane
Hydrogen Sulphide „..
3 73
1.41
16.13
6.10
219.5
83.0
The theoretical air requirements given in Table 58 are calculated on tlie
basis of the approximate atomic weights. The Bureau of Mines gives the
following formula for calculating theoretical air requirements, based upon
the accurate atomic weights.
W = 0.11S8 C + 0.3448 H — 0.04336 (0—S) {41a)
where : If = Ih. of air per lb. of fuel
C ^ Percentage of carbon, ultimate analysis
H ^ Percentage of hydrogen, ultimate analysis
O = Percentage of oxygen, ultimate analysis
5 := Percentage of sulphur, ultimate analysis
The weight of air will be per pound of coal, per pound of dry coal, or
per pound of combustible, according to the basis on which the analysis is
reported.
Air requirements of typical coals were calculated by the Bureau of Mines
formula as follows:
Table 58. Air Required per lb. of Coal.
Cod by Analyrii. Fn »
I ° I
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Table 58 shows that while the weight of air required per pound of fuel
varies greatly with the composition of the coal, it is nearly proportional
lo the heat value. The weight may run from 7 lo 12 lb. per pound of coal,
;md averages about 7.S lb. per 10,000 B.t.u.
Air Actually Required for Combustion
IN practice it is necessary lo supply more air than that theoretically re-
Quired, owing to the products of combustion getting in the way
when combustion is nearly complete. At the beginning of combustion in a
theoretically perfect mixture oE CO and air, CO and 0, molecules will come
together more frequently than when they are impeded by COi molecules
formed as combustion progresses. The last free molecules of CO and 0> will
probably not come together until the temperature lias fallen below iheir
combining or ignition point. Combustion, therefore, is always more intense
in the earlier part of a flame and is langtiid at the tip. Mixing, agitation,
or eddying of ihe gases will hasten combustion, but an excess of the Oi mole-
cules is still necessary to ensure complete combustion in a reasonable time;
ihe more thoroughly the air is distributed and mixed with the combustible
gases, the less excess will be required. Even in gas-burning installations,
where the air is intimately mixed whh the fuel, some excess air must be
used, and appreciable time is required to complete combustion. This is
shown by the CO present in the flue gases, if the comparatively cool heating
surface is too dose to the burner so that the flame reaches it and its tip
is extinguished. The combustion space between the fire and the heating
surface should, therefore, he ample, and should be so arranged that the gas
stream is diverted and broken up. In coal burning furnaces an excess of
at least 40 per cent, or 1,4 times the amount of air theoretically required, i5
usually necessary.
Products of complete combustion o£ fuels containing only carbon and
hydrogen are carbon dioxide and water, as will be noted by reference to the
reaction equation given in Table SS. The weights of these products may be
readily calculated by the use of atomic weights, and the relative volumes will
be noted in the volumetric equations in Table 55.
The volume of COi resulting from the complete combustion of carbon
is the same as that of the oxygen consumed, because each molecule of
oxygen, 0>, takes up an atom of carbon to form a molecule of CO,.
Therefore, the CO. and the unused oxygen in the flue gases cannot possibly
exceed the 20.9 per cent of the oxygen in the atmosphere. But Ihe volume of
CO resulting from incomplete combustion is twice that of the oxygen con-
sumed, because each atom of the oxygen molecule takes up an atom of carbon
to form a CO molecule, thus making two molecules of CO for each molecule
of C Therefore, if CO is present, the (CO, -f O, -(- CO) in the flue
gases can exceed 20.9 per cent. The steam which results from burning the
hydrogen in the fuel condenses and does not show in the analysis, conse-
quently the oxygen consumed disappears, and the highest possible propor-
tion of CO, and O, in the flue gases is less than 20.9,— being about 19 per
cent with bituminous coals.
The analvsis of the products of combustion is discussed in Chapter IS
on TESTIN6.
Combustion Losses. In the combustion of fuel, certain losses occur which
vitally affect boiler efficiency. These losses are (I) the loss due to ihe in-
complete combustion of carbon, (2) the loss due to latent heat of moisture
formed in the burning of hydrogen, (3) the loss clue to unconsumed carbon
in the refuse, and (4) the loss due to incomplete combustion of the volatile
hydrocarbons. The determination of these losses, together with certain other
losses, inherent in methods of boiler operation, such as heat carried away
by chimney gases, heat lost by radiation, etc.. is discussed under the subject
of the heat balance in Oiapter 15 on TMSTING.
ib. Google
Properties of Gases
PHE general law for the effects of temperature and pressure c
'- represented by the following equation :
(«)
V = Volume, cu. ft. per lb.
P = Pressure, lb. per sq. in. absolute = gage pressure + 14.696
R =; Constant, differing with the gas
T =: Temperature absolute ^= deg. Fahr. + 46(i
Equation 42 shows that the volume increases with rise in temperature and
decreases with rise in pressure. With pressure unchanged, at temperature t,
the volume is
For constant temperature, at P, the volume = VJ'tlP^ where P, and
P, can be expressed in pounds per square inch absolute, or in inches or
millimeters of mercurr-
When the desired value is to be derived from the volume under "standard
conditions." Vt is the volume at 32 deg. and atmospheric pressure, which
corresponds to 492 deg. absolute and 14.ffl6 lb. per »q. in. pressure (760 mm.
or 29321 in. of mercury).
Tkble 59. Phy^cal Characteristics of Oases Involved in Furnace Work
«
AtWF.
1
eu-ft, — =lb. DB
Carbon Monoxide, CO
A.3140
0.6682
0.3826
177.900
22.372
12.80e
0. 00662
0.04470
0. or 807
0.00612
0.04083
0.07113
Nitrogen, N.
Average flue gas
0.3824
0.3701
0.3566
12.801
12.390
11.920
0.07812
0 08071
0.0S400
0.07127
0.07353
0.07660
0.3348
0.2420
0.1636
11.208
8.103
5.473
0.08922
0.12341
0.18271
Carbon ESoride, CO. .
Sulphur Dioxide, SO,.
0.11244
0.16646
The density, which is the reciprocal of the volume, decreases with rise
in temperature and increases with higher pressure.
The changes in volume 'and density of the gases referred to in Table 59
.ire shown in Fig. 192.
Air containing the maximum amount of vapor for the existing tem-
perature is said to be "saturated." Fig. 193 shows the weight of pure dry
air for temperatures from 0 to 212 deg. at standard atmospheric pressure
(14.696 lb. p;r sq. iru), also the weight of air and vapor in a saturated
mixture under the same pressure.
ib. Google
Fig. 192. Temperature in Relation to Volume and Deniity of Oaaes.
Table 60 gives the weight and volume of air
and pressures up to 100 Ih. gage. Intervening v
the use of the general laws explained above.
Specific Heal of Gases. There is frequent necessity for the use of the
specific heal of gases in the computation of combustion data. As defined in
the units of measurements used in power plant work, the specific heat of a
substance is the B.t.u. required to raise the temperature of one pound one
degree. The specific heats of all substances, whether gaseous, liquid, or solid,
vary with temperature. In the case of liquids or solids, there is little differ-
ence between the specific heats at constant pressure and those at constant
volume. However, for gases there is considerable difference in the specific
heats under these two conditions. The gases in combustion practice may be
assumed to be at constant pressure.
Specific heats may be still further classified as being instantaneous or
mean. The instantaneous specific heat of a substance is defined as the amount
of heat required at a definite temperature to raise the temperature of a
unit weight I degree. The mean specific heat of a substance for a given
temperature interval, is the specific heat by which the temperature difference
must be multiplied to determine the amount of heat necessary to raise a unit
weight through the given temperature interval. The mean specific heat is
generally used in the calculation of combustion data.
ib. Google
400
TaUe 60.
Weigb
HEAT
t and Virfume of Pure Air at Different Prewures.
OlO V
V
O-lb.
Wb. 1 lOJb.
20-lb. HMb.
IKMb.
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11.60
11.83
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7.79
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2,921.607
2.98.596
3.03|.584
1.65
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13.60
13.83
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3.14 .561
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3,261.542
3.32.533
3.38|.624
1.86
1.88
1.91
140
150
160
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15.09
15.36
15.60
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11,27
11,47
11,53
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9.13
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3.431.516
3.49.608
3.551.499
1.94
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170
180
190
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16.10
16,37
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3.611.491
3.6T.484
3.72|.476
2.04
2.07
2.10
200
220
340
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16.60
17.12
17.62
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12,38
12,75
13,13
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.095.5
9.87
10.17
10.37
.1427 7.02 .2666
.1383 7.24 .2675
.1345 7-44.2605
3.7r|.470
3,8! -457
3.8.'-i|,444
2.13
3-19
2.20
230
280
300
.ft}5;j
18. IC
18.61
19.13
.0742
^0703
13,50
13. 8S
14,25
!09W
,0881
11.37
.1307 7.62 ,2435
.1273 7.85 .2370
.1237 8.09.2300
4. 111.431
4.22.420
4..35|.407
2.32
2.38
2-45
350
400
450
-0491
.0463
,W37
20.90
21.65
22.95
;0S21
14,98
!073.-i
12.13
12.85
13-62
.1160 8.62 .2160
.1090 9.18.2036
.1033 9,68 .1925
4.641.382
4.92.360
5.20|,340
2.62
3-78
2.9,-.
500
650
600
.W14
.0394
.0376
24.20
25.40
26.63
.Q5CH
17.73
18.94
19, 9C
!0601
,0631
15' 13
15.87
-0J78 10-23. 1820
-0930 10.76.1730
.0885 11.31 .1650
5.501.322
5.78.306
3.11
3.27
3.43
700-
800
900
.0,'i42
.0316
.0293
29.25
31-70
34. IS
'0124
.a!93
23^65
2.5.50
,0577
.053!
17.35
18.8.1
20.35
.0808 12.38.1509
.074513.44 .1390
-0G8H 14.54 -1287
6.641.267
7.2q.246
7.7a|.227
4!0G
4.41
1000
.0273
36, GS
.0366
27.30
.0459
21.80
.0643 15.56 .1199
8, 341,212
4.72
orM^
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n.»d.p
b«d
foot.
uotir
-Vatam»ia<!uU<:t.M
(14.es« lb. pa
p«p<»ul.
■4.1a.
There is considcralile disagreenient lietween the ppccilic heats o( gases as
detemiinci] by niany investigators. Prof. G. B. Upton collaborated the work
of Mallard, LcChatelicr, Holborn and limning, Langen, Pier and others, and
derived the iormutas of Tahle 61, which are sufficiently accurate for engineer-
ing calculations.
ib. Google
Fig. 193. Weights of Air or Water Vapor.
Table 61. Mean Specific Meat Formulaa (Const. Ptcm.)
Range o" C ta 1° C
Gas
Formula
0,
0.216+ 0.000014J
N. and CO
0.243 -f- O.0O00I9I
CO,
Oa»+75X 10-^—21 X ]0-»P + 2.2xlO-'V
H,
3.369 + 0.00055J
Air
0237 + 0.0000191
Water Vapor
0.452 + 7.4 X lO-"' + 92.6 X lO-'C— 20.6 X lO-'V
The curves, Figs. 194, 195 and 196. showing the mean specific heats at
constant pressure of those gases most comtnonly met with in combustion
practice, are based upon the formulas given in Table 61. .^bove a tempera-
ture of about 2000° F„ the valuea are somewhat uncertain and the results are
dependable only to the first two significant figures after the decimal point
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Chapter 12
STEAM
Properties of \Vater Vapor
THE water used i[i the generation of steam may be present in the boiler
plant in a number of different forms. It undergoes various transforma-
tions in the bailer or in the auxiliary apparatus used in the boiler plant.
In this chapter the nature of water vapor is explained, and tables of the
prop«rties of steam are given, accompanied by a demonstration of their
application to practical problems.
Entropy. In solving thermodynamic problems a mathematical ratio,
considered as a property of substances and known by the name entropy, is of
value. . Most, if not all of such problems, can be solved without the use of
entropy, but engineers are now generally convinced of its advantage. It
should be thought of, however, simply as a mathematical expression.
It is difficult to give a comprehensive definition of this property. One
that will answer the purpose here is that for any reversible operation ail
irfinilesimal change of entropy is equal to an infinitesimal change in the
quantity of heat divided by the absolute temperature at which that change
takes place, the transformation being so small that no change of tempera-
ture can occur. Thus changes only, of entropy, can be measured. Expressed
*. = 4? (43)
in which ♦ is the symbol for entropy, H (or quantity of heat, and T for
absolute temperature. Any finite change can therefore be found by integrat-
ing this expression between the proper limits. Rewriting it in the form,
dl{ = Tdip, gives a simple expression for heat in terms of the temperature,
an easily measured quantity, and of the change of entropy. Tables are calcu-
lated or charts constructed, giving changes of entropy. A measurement of
the temperature and a knowledge of one other property, as the quahty or
volume, in order to determine the change of entropy, are all that are
required to find the quantity of heat.
Isothermal Expansion. If a substance, while expanding, has sufficient
heat added to it to keep the temperature constant, the process is termed
"isothermal." The pressure and temperature of saturated steam will vary or
remain constant together, while if an ideal gas expands with the temperature
constant, the pressure varies inversely with the volume.
Adiabaiic Expansion. This is an imaginary change supposed to take
place in a substance placed inside of some vessel, as a cylinder, all the
walls of which are of non-conducling material; consequently, no heat passes
through the v/Ms to the substance or away from it. It is isolated from all
outside heat. Work can be done, however, by drawing on the energy
already stored in the substance.
A reversible adiabatic is an imaginary change taking place without
friction or other actual losses. When the direction of such a change is
reversed, all the accompanying heat changes are reversed. Upon completion.
everything affected by the heat changes in the original direction will be
returned to its initial condition as far as heat is concerned. This applies to
the working fluid and to substances outside as well. An expansion or
compression of this nature takes place at constant entropy.
ib. Google
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Charaeteritties of Vapors. When a sabstance chan^ from a liquid to
a gaseous state it passes through an intermediate condition in which neither
the Uws of liquids nor those of gases are applicable. While in this intenne-
diate stage, the substance is known as a vapor,
A saturated vapor is one that can exist in contact with its liquid ;
withdrawal of heat, however small the amount, will cause some of the vapor
to return to its liquid form. The saturated condition extends therefore
from the time when this vapor first begins to form from the liquid to the
time when a state of complete vaporization is reached.
The vapor is dry-saturated just at the instant of complete evaporation.
During the process of vaporization it is known as wet-saturaled vapor.
When a dry-saturated vapor is further subjected to heat, its charac-
teristics gradually approach those of a gas and it is then said to be in a
superheated state.
^^^
li a closed vessel, provided with the means of measuring prcssore and
temperature, is filled with saturated vapor it will be noticed that for any
yiven pressure only one temperature of the vapor can exist. Any change
in pressure will cause a corresponding change in temperature. Therefore,
only one of those quantities need be known to locate the others. This
condition applies only to saturated vapor.
Formation of Vafors. Imagine a free piston, of known weight, in a
cylinder, containing a pound of liquid (Fig. 19?), the whole apparatus being
surrounded by a perfect vacuum. Imagine the temperature of this liquid to be
that of melting ice, 32 deg. (This is universally recognized as the datum
temperature from which such measurements as heat and entropy are taken).
The weight of the piston will impose a certain pressure (.p) upon the liquid.
If heat is added to the liquid the temperature will have to increase to that
corresponding to this pressure {p) before the process of vaporization can
be^n. A rise in temperature will be the only effect of this heat addition,
until this temperature is reached. (Any increase of volume is small enough
to be negligible and the pressure (^) will, of course, remain unchanged.)
If more heat is applied at this point vapor will be formed. During
this process the temperature will not change ; the weight of the piston re-
mainii^ the same, the pressure will be constant. The volume occupied by
the EU^Unce will increase and in so doing the piston will be gradually raised.
ib. Google
If a sufficient quantity ot heat b« added, complete vaporization will
result and the cylinder will contain dry saturated vapor, the liquid having
disappeared. Beyond this point the temperature will increase, the piston con-
tinuing its upward motion. The process has now reached the superheating
stage and can be continued indefinitely. At first, as the vapor leaves the
condition of saturation, its characteristics will continue to show a marked
difference from tho^e of gases; as higher temperatures are reached this
difference lessens and finally the superheated vapor lakes on all the attri-
butes of and becomes a gas. The j)ressure remaina constant during all three
processes— the heating of the liquid, the vaporization, and the superheating
ot the vapor.
Saturated Vapors. The heat necessary to raise the temperature of one
pound of liquid from 32 deg. to any higher temperature is known as the
heat of the liquid, tt can be calculated tq* the equation
=y::
1 which g is the heat of the liquid, and c^ is the specific heat of the liquid.
The entropy of the liquid above that at 32 deg. can be found by integrating
J 492
in which «c is the entropy of the liquid above that at 32° F. (492 deg. abs.),
Ct is the specific heat of the liquid as before, and T is the absolute tempera-
The specific volume of a liquid (cubic feet per pound) is considered
to be a constant quantity for all temperatures and pressures and is represented
by 8. The density (pounds per cubic foot) is the reciprocal of the specific
volume.
Tables giving the properties of saturated vapors for different pressures
and temperatures contain those ot the above quantities that are not constant
If a pound ot liquid is completely vaporised at constant pressure and
temperature, the heat necessarily added is Icnown as the "latent heat of
vaporization," and is expressed as L. This was first found by experiment.
From such experiments empirical formulas have f>een derived, by means of
which the values in the tables have been calculated.
The increase in entropy during vaporization, known as the "entropy of
vaporization,'' is found b^ dividing the heat of vaporization by the absolute
temperature. Its expression in symbols is itii or L/T.
The sum of the heat of the liquid g and the heat of vaporization L, is
known as the total heat of dry saturated vapor and is represented by
H.
Il = q + I. (46)
Similarly the total entropy is
*^»,-^-^ (47)
Wet Saturated Vapor. U sufFicient heat is not added to complete the
process of vaporization, liquid and vapor are mixed. The part of such a
mixture existing as vapor is known as the "quality" and is designated by the
symbol *. The part remaining as liquid is the "wetness" or moisture. In
most types of boilers the quality of the steam produced is from 98.0 to 99.5
per cent and the wetness trora O.S to 2.0 per cent. The water is then held in
suspension in the steam as a sort of fog. It does not affect the temperature
and can be carried an indefinite distance by the steam.
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The properties afTecteU by this partial vaporization are the tieat L, the
entropy L/T, and the speci5c volume. The last can be expressed as follows-.
Sp. vol. = *i>+ {\—x)h (48)
= *(!' — 8) + 8 t«)
in which v is the specific volume of dry saturated steam, xv the volume
of the steam present, and (1— r) g that of the wetness. J is small (0.02 cu,£t)
Superheated Vapors. The properties of superheated vapors are calcu-
lated principally from laws similar to those applying to gases ; thus the
addition of heat during the process is Cp{ttu-p- — '■at-). The increase in
entropy is Cp'loge'(r8up./T"»at-)i when Cp for both expressions is a mean
specific heat for the given range of temperature. The specific volume is calcu-
lated by using the characteristic gas equation worked into an empirical form
as the result of experiments. Tables for superheated vapors usually give the
total heat H, the specific volume, the entropy * measured from that of
water at 32 deg., and include these quantities for the liquid stage and for the
saturated vapor stage.
The foregoing discussion of the properties of vapors, although intended
primarily for use with steam, is equally applicable to other vapors; for exam-
ole, ammonia as a retrigerative fluid.
Properties of Steam. Steam is usually generated in a boiler in which the
removed as fast as it is formed, thus keeping the pressure constant.
9 pumped into the boiler and must have its temperature raised to
that corresponding to the boiler pressure before vaporization can begin. If
the temperature of the water is 32 deg, when it enters the boiler, the heat
of the liquid will be added to each pound previous to vaporization. If, as is
usual, the water is at some higher temperature when it enters the boiler, then
the heat added to each pound previous to vaporization will be the heat of
the liquid at the temperature of the boiler steam minus the heat of the
liquid at the entering temperature.
If more heat is added to this water, steam is formed. This process
may be complete, producing dry-saturated steam, or partial when the steam
is wet-saturated. The quantity of heat added is the heat of vaporization
(L), or (xL) respectively.
The process of superheating due to the continued addition of heat at
constant pressure may take place in a coil of pipe placed in the path of
hot gases inside the boiler setting, called an attached superheater; or in a
coil placed over a separate furnace, known as a separately-fired superheater.
With either type the heat per pound above the point of dry saturation is
the mean specific heat for the temperature range muhiplied by this increase
in temperature. The method of determining the increase in entropy during
superheating and the specific volume of superheated steam is described else-
Sourees of Data. Host of the properties of saturated and superheated
Steam have been derived from experimental investigations extending over a
long period of time. The scientists of later years have produced more
accurate results than did the earlier workers. No attempt will be made
here to give in detail the work of these experimenters, since it is taken up in
the standard works on thermodynamics.
When authors of steam tables have used dilTerent equations as a basis
of their computations, the results will vary somewhat. In recent tables,
however, these differences are negligible for ordinary engineering work.
The following problems will serve to illustrate the use of Tables 62 and
63, which are extracted from "Properties of Steam and Ammonia," by
■ Prof. G. A. Goodenough,
Example 1. How many heat units will be taken up by the water in a
boiler per hour if 10.000 lb. are fed per hour at a temperature of 153 deg..
the boiler pressure being ISO lb. absolute, (a) if the steam is dry-saturated;
(b) if 2 per cent priming is present; (c) if by the use of an attached super-
heater the steam is superheated 70 deg,?
ib. Google
ib.Google
(a) Looking in the tables under 153 deg. we find the heat of the liquid,
q = 120.9 B.t.u. This heat is already in the water when it enters the
boiler. If the steam leaving the boiler is dry-saturated the heat H ■= q + L
will be present This we find (opposite 150 lb. in column 7) is 1194.7 B,t.u.
The heat taken up by the water in the boiler will be the difference
between that in the steam when it leaves and the water when it enters.
This will be q [150-lb.] + L ItSO-lb.] — q [153 deg.], or H [150-lb.] —
q (153 deg.] per pound; substituting and multiplying by the weight we have
10,000 (11947 — 120.9) = 10,738,000 B.t.u. per hour.
(b) If the wetness is 2 per cent then * = 0.96 and the expression will
he: q [150-lb.] + 0.98 L [ISO-lb.] — q [153 deg.] = B.t.u. per pound. Then
10,000 {3295 -I- 0^ X 864.9 — 12a9) = 10,565,000 B.t.u. per hour, when 3295
and 8645 are the values of q and L for ISO-lb. pressure.
(c) If the steam is superheated 70 deg. its tcmperatnre wiU be the
temperature of saturated steam at 150 lb. pressure plus 70 deg. Opposite
150 lb. the temperature is 358.5 deg., therefore the temperature of the
superheated steam will be 358.5 + 70 = 428.5 deg.
The heat content of this superheated steam is found in Table 63 under
150 pounds and opposite the 4^.5 temperature. Interpolation between 420
and 432 deg. will be necessary.
H = 1235 B.t.u.
The heat taken up by the water will now be,
H [150-lb.] — a [153 deg.] per pound, or 10,000 (1235.0 - 120.9) =
11,141.000 B.t.u. per hour.
Example 2. Find the number of cubic feet of steam that will leave the
boiler per hour under the three conditions given in Example 1.
(a) If the steam is dry-saturated the volume of a pound can be found
opposite 150 pounds in Table 62, Column 4, giving v =: 3.02 cu. ft Total
volume — 10,000 x 3.02 = 30.200 cu. ft. per hour.
(b) With 2 per cent wetness the volume of one pound will be found by
the formula x (v — 0.02) + 0.02 = 0.98 (3.02 - 0.02) -|- 0.02 = 2.96 cu. ft.
Total volume = 10,000 X 2.96 = 29,600 cu. ft per hour.
(c) If the steam is superheated 70 deg. the temperature will be 428.5
deg. as determined in Example 1.
Using Table 63 (under 150 lb. and opposite i — 428.5 deg.) the specific
volume is 3.36 cu. ft.
Total volume — 10,000 X 3 J6 = 33.600 cu. ft. per hour.
Example 3. Steam under a pressure of 175 lb. absolute and a tempera-
ture of 440 deg. expands adiabatically until it is dry-saturated, (a) What will
the pressure then be? (b) If the expansion is continued until the pressure
is 50 lb. absolute what will be the final quality?
(a) During an adiabatic expansion the entropy remains constant The
entropy of one pound of the steam for the first condition is given in
Table 63 (under 1/5 pounds pressure ; opposite 440 deg.) as « = 1.6045. This
must equal the total entropy of dry-saturated steam at some lower pressure.
In Table 62 the last column is examined until the same figure 1.6045 is found.
Opposite this in column 2 the pressure is given as lOO lb. absolute.
(b) When the expansion is carried to 50 lb. abs.. the final quality (r)
can he found by equating the total entropy of this wet saturated steam to
that of the steam in the initial superheated condition. Then
♦, [50-lbs.] -I- x-^r l50-\h.] = 1J5045
In Table 62 opposite 50 lb. pressure, columns 8 and 9 respectively, we have
♦, = 0.4108, -^- =1.2501 a4Ifl8+1.250U= 1.6045
x = OSSS
ib. Google
When extreme accuracy is not necessat;, graphical charts can be used in
place of the tables. The use of two of these charts, Figs. 198 and 199, is ex-
plained below.
Temperature -Entropy IMagrams
" I HE diagram, Fig. 198, is given by Prof. C, H. Peabody to solve problems
'■ in saturated and superheated steam. The abscissas are units of entropy
and the ordinales are degrees Fahrenheit At the left is a scale of pressures
by aid of which the nearest degree can be chosen for use in the saturated
region ; in the superheated region constant pressure lines are drawn and are
numlxred near the saturated line, as lOO-lb. (pounds).
The saturation line (which separates the saturated and superheated
regions) gives the entropy of dry-saturated steam, *e + L/T. The dotted
lines give the quality x; the values are numbered at the bottom. In the
superheated region the dotted lines give the superheat or excess temperature
over that of saturated steam at the same pressnre.
The heat contents q + xL are given by full lines lettered "B.t.n." which
slope toward the right downward.
The specific volumes are given by full lines lettered "Cu. Ft.," which have
a motlcrale inclination from the horiionial. In the superheated region the
lines can be distinguished by sighting along them. The use of the diagram
given in Fig. 198 is illustrated by the following examples:
Example 1. Given the absolute pressure 160 lb. and the wetness 2 per
cent fa* ^0.98): Find the entropy, heat content and specific volume.
The neare.'t temperature is 362 deg., and this line mterseets the quality
line j: = 0.98 at entropy ^ ^= 1.54. The B.t.u. line intersecting this point
is 117S B.Lu. = q + xL and the specific volume line for 2.7 cu. ft also
crosses this point. These tigures are of course obtained by interpolation.
Example 2. Given the absolute pressure 160 lb. and 100 deg. superheat:
Find the entropy, heat content and specific volume.
The pressure curve 160 lb, in the superheat region cuts the 100 deg.
superheat line at entropy 1.63. The intersection of the heat and volume lines
give H = 1250 and specific volume ^ 3.3 cu. ft.
(Adiahatic changes during which the entropy is constant are represented
by vertical lines, while isothermal or constant temperature changes are hori-
zontal lines.)
Example 3. Steam at 120 lb. absolute pressure and 100 deg. superheat
expands adiabatically to a temperature of 142 deg. Find the final quality and
the final specific volume.
The 120-lb. line crosses the lOO-dcg. superheat line at entropy 1.65. This
proper^ is constant during the change, therefore following down the vertical
entropy line 1.65 until the horizontal temperature line 142 deg. is reached,
we read the quality as 0.86 and the specific volume as 100 cu. ft
Mollier I>iagrain for Steam
THE Mollier diagram for steam, as found in Goodcnough's tables, is shown
in Fig. 199. In this diagram lines parallel to the coordinate axes
give values of heat content and entropy, as read on the scales along the
margin. Constant pressure curves slope downward and to the left. In the
region of superheat constant temperature lines curve gradually toward the
left downward. These are replaced in the saturated region by constant
quality lines.
Any point on the diagram represents a definite state of the fluid. If the
point lies in the region of superheat the heat content, entropy, pressure and
temperature are read directly. In the saturated region the quality is given,
but the temperature must be obtained from the pressure.
ib. Google
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Fig. 198. Peabody's Temperature Entropy EHagram for Steam.
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To prevent confusion, the volume curves are not given. This property
can, however, be easily obtained. If the point lies in the superheat region,
read the pressure and temperature from the diagram and look up the corrC'
spending value of volume in Table 63. If it Hes in the saturated region, read
the pressure and quality from the diagram, look up the specific volume of dry-
saturated steam at the same pressure in Table 62 and multiply this by the
quality.
The following illustrations of the use of this diagram are given by
Professor Goodenough.
Exampie 1. Find the properties of steam at a pressure of 120 lb. abso-
lute and a temperature of 412 deg.
From the diagrams the point that represents the state of the steam is
found at the intersection of the curves /> ™ 120 and ( =: 412. From the
scales are read H = 1231 B.t.u., * — 1.637. From Table 63 the specific
volume is found to be 4.16 cu. ft. (These particular values could be found
as easily and more accurately from Table 63.)
Example 2. Steam at a pressure of 120 lb. absolute and a temperature
of 412 deg. expands adiabatically. At what pressure does it become dry-
saturated ?
During this change the entropy remains constant; hence the final state
is given by the intersection of the line * = 1.637 with the saturation curve.
The pressure indicated by this point is 68 lb. per sq. in. absolute.
Example 3. Steam in the same initial state as in Examples 1 and 2
expands adiabatically to a pressure of 2 in. of mercury. Find the volume,
heat content and quality in the final state.
The entropy in the initial state is 1.637; hence find the intersection of
the line « =: 1.637 with the curve ^ = 2 in. of mercury. This point gives the
values X = 0.815, H = 913 B.t.u. From Table 62, v for 1 lb. absolute
(which is practically 2 in. of mercury) is 333.3 cu. ft.; hence the volume
of the mixture with a quality x = 0.815 is 0.8IS X 333.3 = 271.6 cu. ft
Plow of Steam Through Nozzles
The ordinary form of nozzle in which steam expands as it
passes to the blades of an impulse turbine is shown in Pig.
200. Suppose steam is Rowing through the nozzle, the pressure being
Fig. 300. Expansion Kozzle.
Pi, Pt, Pa, as indicated by the three gages. As long as the absolute pressure
at Pt is less than 0.58 of the absolute pressure at P., the absolute pressure
at Pt — the smallest section, known as the throat — is exactly O.SaP,, When
P, is less than Pt the weight of the steam flowing through the nozzle will
not change. This weight is entirely independent of any pressure beyond the
throat as long as it does not exceed the pressure in the throat
ib. Google
U. S. Realty Building, New York, N. Y., containinK 1535 H. P. of Heine B<rilen.
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Tbe formula for the flow through such a nozzle is ai follows:
(SO)
W = Steam, pounds per second
A =: Area of the throat section, square feet
ft= Velocity of steam passing the throat section, feet per second
V = Specific volume of steam at the pressure and quality in the
throat after adiabatic expansion at constant entropy.
On account of the rapidity with which steam passes through the noxzle,
aot allowing time for any appreciable transfer of heat through the walls,
the process can be considered as adiabatic and the entropy constant.
Applying the laws for the adiabatic Row of steam, the following formula
for the velocity of flow through the throat section can be deduced:
Vt = 224 V«r^«t (51)
Vt = Velocity at throat section, feet per second
Hi = Heat content at the absolute initial pressure and quality of
the steam, B.tu.
Ht := Heat content at the absolute throat pressure and the quality
at that pressure resulting from a constant entropy change.
If the part of the nozzle beyond the throat is omitted, leaving it as
shown in Fig, 201, the result is a. standard convergent nozzle, which can be
used in measuring the flow of steam within the limits of ordinary accuracy.
The formulas for the weight and the velocity at the throat of the
expansion nozzle can be applied directly to the simple convergent nozzle, con-
sidering the dimensions and properties of the throat of the expansion nozzle
to be those of the convergent nozzle, the initial pressure for the expansion
nozzle being the pressure before the convergent nozzle.
This makes, as will be noticed, a nozzle with a rounded approach, as
shown in Fig. 201. Other proportions can be used, but those indicated have
given good results in practice.
Fig. 201. Smple Convergent Noxxle.
Tbe use of the formulas can be explained by an example.
Steam at a pressure of 140 lb. abs. and a temperature of 400 deg. flows
through a standard convei^ent nozzle, I'in. diameter, into a pipe line where
the pressure is 60 lb. abs. How many pounds will pass through the nozzle
per second?
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Using the Mollier chart we find that steam P, at 140 lb, abs. and 400 Aeg.
has a heat content of 1221 B.t.u., and an entropy of 1.61. The pressure in
the throat of the nozzle, Px will be 0.58 of 140 lb. or 81 lb. abs. As the change
between these two pressures is adiabatic we follow the 1.61 entropy line on
the chart until it intersects the 8t-Ib. pressure curve. Here we read the heat
content as 1173 and the quality, x = 0.987. The specific volume at this pres-
sure and quality is 0.987 X S.42 = SJ5 cu. ft.
The velocity in the throat of the nozzle will be ;
Ft = 224v/ //. — Ht = 224 (/ 1221 — 1 173 = 1552 ft. per sec.
a of a 1-in. orifice = 0.OOS4S sq. ft., so that the wei^t per second
a,_ AVi _ 0.00545 X 1552 _
5.35
= 1.6 lb.
In solving this problem the final heat content in the velocity formula is
taken at 0,58 of the initial pressure, which is the pressure at the throat of the
nozzle, and not the final pressure in the pipe line. These formulas can be
applied to either superheated or saturated steam.
As a result of experiments, empirical formulas have been derived for
the flow of steam ; these are sufficiently accurate for engineering purposes.
Two sets are in common use, one by Napier and the other by Graikof.
Napier's experiments were made on dry-saturated steam and his formulas
apply only to steam in approximately that condition. He found that :
W = J^ when P, = or < OJiP. (52)
W = 0.0292-lP, (P, — P.) when P, > 0,6P. (53)
W ^ Amount of steam, pounds per seccMid
A ^ Area of orifice, square inches
Pi = Absolute pressure before oritice, pounds per square inch
Pi = Absolute pressure after orifice, pounds per square inch.
For a given nozzle, the weight discharged is greater for v
for dry steam. The flow then is inversely proportional li
of xt, and Grashof s formula becomes
A Pi'"
60 V.
"'=^^77r (55)
To find the weight of steam discharged when P, is greater than 0,58Pi.
the curves in Fig. 202 arc convenient. They are plotted from the results
of Rateau's experiments on convergent nozzles and thin plate orifices. The
discbarge for the nozzle is first found for the condition when P, is less than
0.S8P,. This is done either by formula (52) or by formula (54). Then the
ratio "~is found, and the lower (abscissa) scale of Fig. 202 entered with
this ratio. Proceed vertically to the point of intersection with curve for
ib. Google
Everett Building, New York City, equipped with Heine Botlera.
D,g,tze:Jbi Google
convergent nozzles, and then horizontally to the left (ordinate) scale and
read the coefficient of discharge. Multiply by this coefficient the discharge
as just found, and the result is the actual discharge under the conditions
To find the weight of steam discharged through an orifice in a thin
plate, proceed as above, except that intersection is made with the curve for
thin plate orifice.
Example : By the use of a thin diaphragm inserted between the flanges
of a jainl in the steam pipe supplying an auxiliary engine, it is desired to
find the weight of steam consumed by the engine. The pressures observed
are 1S2 and 143 pounds; and the hole in the diaphragm is '/» inch.
The area of the orifice is 0.O767 sq. in^ and the absolute pressure P, is
]66J lb. Then by formula (52)
w = «-xjMJ; ^ „.,8(s, ,t. ^, „,
1 P, is less than O.SSP,
_ P. = 157.7 and 157.7/166.7 = 0.946. Entering the
lower scale of Fig. 2(£ with 0.946, proceeding vertically to intersection with
orifice curve and horizontally to the left-hand scale, read as coefficient 0.31,
Multiplying by the coefficient OJI the maximum discharge 0.18088 as found
above, the discharge through the thin plate is found to be 5.6 pounds per
sec; multiplying by 3,600, the discharge is 202 pounds of steam per hour.
The pipe on the supply side of the diaphragm should be straight for at
least 10 times its bore. The diameter of the hole in the diaphragm should not
be larger than one quarter of the pipe bore. If necessary, a larger pipe must
be put in on the supply side with a straight length of not less than 10 times
its bore.
If the diaphragm is thicker than '/« inch, it should be countersunk at an
angle of 45° on the downstream side, so that the parallel part of the hole is
not more than '/•• '"'^•i '""K- On the inlet side of the diaphragm, burrs
should be removed and great care taken not to round away the entrance
comer which must be left sharp.
Owing to the difficulty of removing the burrs while keeping the corner
sharp, it is sometimes easier to use a much thicker diaphragm and form a
convergent nozzle in it. The thickness of the diaphragm should then be
about twice the diameter of the hole. There should be a parallel portion
whose length is about half the diameter of Che hole, and a curved portion
formed to a radius of about U2 diameters, making a smooth, rounded or
bell-mouthed entrance similar to Fig. 201.
While the diaphragm method is a simple one for finding the steam con-
sumption of auxiliaries, and so forth, it is essential that great care be used
in getting the exact diameter of the hole and the exact pressures obtaining.
The pressure gages used should be connected within about 12 inches on
each side of the diaphragm. To insure accuracy, they should be tested be-
fore and after taking the readings, and, as a further check, the readings
should be repeated with the positions of the gages reversed.
Experimental data for the flow of superheated steam through nozzles
and orifices are lacking. One of the latest formulas, in the form of that of
Groihof, is worked out from experiments by Leviieke and checked from
data in possession of the General Electric Company. This formula is as
follows :
'*' ~ 60"("r+ a6665~DJ *^'
in which D is the superheat in degrees Fahrenheit, and the other symbols
ib. Google
STEAM
Tabk 63. Propertie* of Saturated Steam.
FrMm
Vel-
■ ftT
^rB"rr
UUat
BBtrow
B*t>l
in.. I
(.lb*.)
T«..
eiLft.
^
of
K-
«l
etn.
Bt
^
l^Bld
B."?.
Uqald
P«to-
•
'
'
1_
•
H
L
-
L
T
«
M.n
34.66
2992
0.000334
2.56
1074.2
1071.7
0,0052
2.1687
2.1739
MM
!l474
44.97
2036
.000491
13.04
1079.2
1066.1
.020^
2.1130
2.1392
M.Ba
.1965
62.67
1650
.000646
20.76
10S2.8
1062,0
.0413
2.1146
S8.«9
5SS3
1265
.000797
26.91
1086.7
1058.8
.0533
2,0966
se.89
!2947
63.98
1066
.000947
32.06
10S8.1
1056.0
.063^
2.0169
2.0601
M.a8
0.3438
68.43
913
0.001096
36.50
1090.1
1053,6
0.0717
1.9966
2.0672
as.u
.3929
72.35
805
.001243
40.42
1091.9
1051.5
.0790
1,9768
2.0668
M.M
.4421
75.87
720
.001389'
43.93
1093.5
1049.6
.0856
1.9602
2.0458
SB.98
.4912
79.06
652
.001534
47.11
1O95.0
1047.9
.0915
1.9455
2.0870
as.s2
.5403
81.08
696
.001679
60.03
1096.4
1046.4
,0969
1.9320
2.0290
as.73
0.689
84.68
549
0.001823
52.72
1097,6
1044.9
0.1019
1.9198
2.0217
sB.n
.639
87.19
608.7
.001966
55.23
1098.8
1043.5
.1065
1,9086
2.0160
as.BS
.688
89.54
474.3
.002108
67.57
1099,8
1042.3
.1108
1.8980
2,0087
».ti
.737
91.75
444.5
.002250
69.77
1100.8
1041.1
.1148
1.8882
2,0030
SB.8S
.786
93.83
418,2
.002391
61.84
1101.8
1040,0
.iisa
1.8791
1.9976
».as
0.836
95.80
395.0
0.002632
63.81
1102,7
1038.9
0,1221
1.8705
1.9926
as.i8
.884
97.67
374.3
.01^672
65.68
1103,6
1037.9
.1254
1.8624
1,9878
SB.OS
.933
99.46
355.7
.002811
67.46
1104.3
1036.9
.1286
1.8647
1.9833
S7.n
.982
101.17
338.9
.002950
69.16
1106.1
1036.0
1316
1.8474
1.9790
S7.8M
1
101.76
333.3
0.00300
69.76
1106.4
1035,6
0.1327
..J
1.977S
97.82
1.031
102.80
323.7
0.00309
70.79
1105.9
1036.1
0.1345
1,8404
1,9760
>7.7«
1.081
104.37
309.8
.00323
72.36
1106.6
1034.2
.1373
1,8338
1,9711
a7.«s
1.130
105.88
297.1
.00337
73.86
1107,2
1033.4
.1400
1,8274
1.9674
ST.OS
1.179
107.33
2S5.5
.00360
76.30
1107.9
1032.6
,1426
1.8213
1.9639
ar.w
1.228
108.73
274.7
.00364
78.70
1108.5
1031-8
.1450
1.8165
1.9605
a7.ss
1.277
110.08
264.7
0.00378
78.05
1109,1
1031.1
0.1474
1.8090
1.9573
S7.a>
1.326
111.39
256.6
.00391
79.36
1109.7
1030.4
.1497
1.8015
1.9641
a7.u
U75
112.66
246.9
.00405
80.62
1110.3
1029.7
.1519
1.7992
1.9511
S7.SS
1.424.
113.89
23a9
.00419
81.86
1110.8
1029.0
.1540
1.7942
1.9482
X.8S
1.474
116.08
231.4
.00432
83.04
1111,4
1028,3
.1661
1.7893
1.9464
M.83
1.623
116.24
224.4
0.00446
84.19
11U.9
1027.7
0.1581
1.7840
1.9427
98.78
1.572
117.37
217.8
.00469
85.32
1112,4
1027,0
.1601
1.7800
1.9401
ae.M
1.621
118.47
211.6
,00473
86.41
1112,9
1026.4
.1620
1.7756
1.6376
98.S8
1.670
119.64
205.7
.00486
87.48
1113.3
1026.8
.1638
1.7713
1.9361
M.«S
1.719
120.68
200.S
.00500
88.521113.8
1026.3
■"*
1.7671
1.0327
ib.Google
Table «3
Propertie* of Saturated Suam— Coat.
PiMon
T«LP,
ta.tt.
"Ti^B'sr*
SsrSr
«poti-
BDtnnr
b. ol
■iw^
d
U,^
cm-
«
•
'
'
1_
1
H
L
♦.
L
*
9B.sa
M.8S
M.U
MM
asM
1.768
1.817
1.866
1.916
1.965
121.60
122.5a
123,67
124.KS
125,44
196.0
190.0
185.3
180.8
176.6
0.00613
.00526
.00640
.00563
.00666
89.53
90.62
91.49
92.44
93.37
1114.2
1114.7
U15.1
1116.5
1U6.9
1024.7
1024.2
1023.6
1023.1
1022.6
0.1673
.1690
.1707
.1723
.1739
1.7631
1.7691
1.7563
1.7515
1.7478
1.9304
1.9281
1.9260
1.9238
1.9217
8
126,10
173.6
0.00676
94.02
1116.2
1022.2
0.1750
1.7452
1.9203
88.89
as.TS
S6.M
as-ss
3.014
2.063
2.112
2.161
126.36
127.25
128.12
128.97
172.5
168.7
165,0
161,6
0.00580
.00593
.00606
.00619
94.28
96. IS
96.03
96.89
1116.3
1118.7
1117.1
U17.6
1022.0
1021.6
1021.1
1020,6
0.1755
.1770
.1785
.1799
1.7442
1.7407
1.7373
1.7340
1.9197
1.9177
1,9168
1.9139
S6.U
2S.8S
SB.as
S6.U
BB.89
2.211
2.280
2.30B
2.358
2.407
129.81
130.64
131.44
132.24
133.02
158.1
154.8
151.7
148.8
145.9
0.00633
.00616
.00659
.00672
,00685
97.73
08.56
9935
100.14
100.92
1117.8
1U8.2
1U8.6
1118,9
1119.2
1020.1
1019.7
1019.2
1018J
101&3
0.1813
.1827
.1841
.1864
.1867
1.7307
1,7275
1.7244
1.7214
1.71S4
1.9121
1.9103
1.9066
1.9068
1.9051
M.8S
S8.SS
2.456
2.947
133.78
140.80
143.2
120.7
0.00698
.00829
iiaas
10a69
1119.6
1122.8
1017.9
1013.0
0.1880
.1008
1.7164
1.6888
1.9084
1,8886
S
141.49
118.7
0.00843
100.38
1122.9
1013.6
0.2009
1.6862
1.8871
u.ra
si.n
3.438
3.929
146.88
162,26
iia4
92.1
0.00968
.01085
U4.8
120.2
1126,2
1127,6
1010.5
1007.4
0.2008
.2187
1.6661
1.6464
1.8760
1.8661
21.776
i
162.99
oao
0.01104
120.9
1127.9
1007.0
0.2199
1.6438
1.8637
i8.8S
4.421
4.912
167.10
161.50
82.6
74,8
0.01212
.01338
126.0
129.4
1129.6
1131.4
1004.6
1002.1
0.2285
.2336
1.6290
1.6134
1.8666
1.8470
18.74
B
162.26
73.6
0.01360
13ai
1131.7
1001.6
0.2348
1.6107
1.8466
U.88
17.88
5.403
5.8M
166.56
160.30
68.4
63.0
a01463
.01587
133.4
137.2
1133.1
1134.7
900.7
997.6
0.2401
.2461
1.6902
1.6862
1.8393
1.8323
17.7M
«
170.07
62.0
0.01614
137.9
1136.0
997.1
0.2473
1.5836
1.8308
U.«9
18.08
8.39
6.88
172.79
176.06
5S.S
64.6
0.01710
.01833
140.7
143.9
1136.1
1137.6
995.5
993.6
0.2616
.2668
.16742
1.6630
1.8268
1.8198
18.87
'
176.86
63.7
0.01864
144.7
1137.8
993.1
02681
1.6603
1.8184
ib.Google
TmUe 61. Propcrtlw of Saturated Steam. — Cont.
Phmm
T«^.
CO. ft.
•£t
H«^cc«t«t
laB.t.a.
LaMet
XDtnpr
la. of
Lb.».
A
at
B.t.a.
11^
oln-
•Sir
of
'
'
'
_i_
'
H
L
«•
L
T
*
1A.9S
7.37
179.14
51.14
0.01956
147.0
1138.8
991.7
02817
1.5626
1.8143
18.M
7.86
182.06
48.14
.02077
149.0
11400
990.0
Ji662
1.6429
1.8091
lS.fS
8
182.87
47.35
0.02U2
150.8
1140.3
989.5
0.2675
1JH02
1.8077
U.8S
a.36
184.83
46.49
0.02198
152.7
1141.1
988.3
02705
1.6337
1.8012
U.M
8.84
187.46
43.12
.02319
155.4
1142.1
9807
.2746
1.5250
1.7996
U.M
•
188.28
42.41
0.02368
166.2
1142.6
986.3
0.2769
1.6223
1.7983
10.M
9.33
186.97
40.99
0.02439
157.9
1143.1
986.3
02785
1.5168
1.7963
•.M
9.S2
192.38
39.08
.02559
1003
1144.1
983.8
.2822
1.6089
1.7012
».H
14
193.21
38.43
0.02802
161.1
1144.4
0S3.3
0.2836
1.6062
1.7807
8.98
1031
194.68
37.34
0.02678
162.6
1145.0
082.4
0.2858
1.5016
1.7873
7.98
10.81
196.89
35.75
.02797
164.8
1146.9
981.1
.2892
1.4944
1.7836
7.58
U
197.75
35.16
0.02844
165.7
1146.2
980.5
O2005
1.4916
1.7821
6.98
5.98
11.30
11.79
199.03
201.09
34.29
32.96
002916
.08035
167.0
160.0
1146.7
1147.6
979.8
97a5
0.2924
.2956
1.4876
1.4816
1.7800
1.7766
5.49
U
201.96
32.41
003086
160.9
1147.9
978.0
02999
1.4783
1.7762
4.98
S.88
12.28
12.77
203.08
206.00
31.71
30.57
003163
.00271
1701
173.0
1148.3
1149.1
9n.3
976.1
0.2986
.3015
1.4747
1.4687
1.7733
1.7708
S.«5
18
206.88
30.07
003326
173.8
1149.4
976.6
0.3028
1.4660
1.7887
8.98
1.98
13.26
13.76
206.87
208.67
29.61
28.63
003388
.03505
174.8
176.6
1149.8
1160S
974.9
973.8
0.3043
.3070
1.4629
1.4572
1.7671
1.7842
1.48
14
209.56
28.06
003664
177.6
11508
973.3
0.3083
1.4546
1.7628
6.98
14.24
210.43
27.61
003622
178.4
1151 Ji
872.7
0.3096
1.4618
1.7614
6.4
14.697
8U
26.81
003730
180.0
1151.7
971.7
O3120
1.4469
1.7589
-
14.74
212.13
26.76
0.03739
1801
1151.8
971.7
03122
1.4465
1.76S7
ib.Google
STEA M
Table 63. Propertlet of Saturated Steam. — Cont.
Pf^nn
HMteoaMot
EDtrap;
Lb.p«
q.ln.
Vol-
T^
laB.t.a.
Latnt
h«to(
T«mp..
uim.
TUOri-
•F.
en. ft.
ndcn
m™-
o(
Ow
"•
per lb.
liquid
™POT
la
B.I.U.
Uqtiia
^^
'
•
'
_l_
•
"
L
*t
L
T
♦
9A
16
213.0
26.30
0.03802
181.0
1162.2
971.2
0.3135
1.4438
1.7673
SJ
90
228.0
20.10
0.0498
196.0
1157.7
961.7
0.3366
1.3987
1.7343
10.8
85
240.1
16.32
O.0613
20S.2
1162.1
963.8
0.3631
1.3633
1.7164
UA
80
250.3
13.76
0.0727
21&6
1165.7
M7.1
0.3679
1.3340
1.7019
ao.3
85
259^
11.91
0.0840
227.7
1168.7
941.0
0.3805
1.3090
1.6806
at.3
M
267.2
10.61
0.0951
235.8
1171.3
935.6
a3917
1.2871
1.6788
a»A
15
274.4
e.41
0.1062
243.1
1173.6
930.5
0.4017
1.2677
1.6694
»A
60
28 1.0
8.53
a 1173
249.8
1175.6
926.9
0.4108
1.2501
1.6609
«.s
55
287.1
7.80
0.1283
266.9
1177.5
921.5
0.4190
1.2342
1.6532
«B.»
80
2^7
7.18
0.1392
281.7
1179.1
917.4
0.4287
1.2195
1.6462
60.8
85
298.0
6.66
0.1501
267.1
1180.6
913.6
0.4338
1.2058
1.6397
BB.8
70
302.9
6.22
0.1609
272:2
1182.0
909.8
0.4405
1.1931
1.6336
00.8
75
307.6
5.82
0.1717
277.0
1183.3
906.2
0.4468
1.1812
1.6280
S5.8
80
312.0
5.48
0.1824
281.6
1184.4
902.8
0.4527
1.1700
1.6227
70.8
86
316.3
6.18
0.1932
286.0
1185.6
899.6
0.4583
1.1595
1.6178
75.8
«
320.3
4.906
0.2039
290.1
11S6.6
896.4
0.4636
1.1496
1.6131
80.8
85
324.1
4.663
0.2145
204.1
1187.5
893.4
0.4687
1.1400
1.6087
88.8
108
327.8
4.442
0.2261
297.9
1188.4
890.5
0.4736
1.1309
1.6046
00.8
185
331.4
4.240
0.2358
301.6
1189.2
887.6
0.4782
1.1222
1.6004
85.8
110
334.8
4.067
a2465
305.1
1190.0
884.8
0.4827
1.1138
1.5966
U0.8
m
338.1
3.889
0.2672
308.6
1190.7
882.1
0.4870
1.1068
1.6928
U5J
190
341.3
3.735
0.2678
311.9
1191.4
879.5
0.4911
1.6893
1M.8
188
344.4
3.693
a2783
316.1
1192.0
876.9
0.4950
lJiS68
115.8
ISO
347.4
3.461
0.2889
318.2
1192.8
874.4
0.4989
1.5825
1903
186
360.3
3.340
0.2994
321.2
1193.2
872.0
0.5026
1.0767
1.6793
U5.8
IM
363.1
3.228
0.3100
324.2
1193.7
869.6
0.6062
1.0700
1.6762
180.8
146
356.8
3.120
0.3206
327.0
1194.2
867.2
0.5097
1.0636
1.6733
185.8
150
368.5
3.020
0.3311
329.8
1194.7
864.9
0.5131
1.0573
1.5704
1U.8
156
361.1
2.927
03417
332.5
1196.2
862.7
0.6164
1.0512
1.6676
1«5.8
1«D
363.6
2.838
0.3622
336.2
1196.7
860.6
0.6196
1.0453
1.6649
150.S
165
366.1
2.767
0.3627
337.8
1196.1
858.3
0.5227
1.0B95
1.5622
185.8
178
368.6
2.679
0.3733
340.3
1196.5
866.2
0.5258
1.0339
1.6597
U0.8
175
370.8
2.606
0.3838
342.S
1196.9
854.1
0.5287
1.0284
1.6572
U5.8
ISO
373.1
2.636
0.3943
345.2
1197.2
862.0
0.5316
1.0231
1.6547
170.8
185
376.4
2.470
0.4048
347.6
1197.6
849.9
0.6344
1.0179
1.5523
ib.Google
Tmble 63. Fropertie* of Saturated Steam. — Coat.
L..^
T-.
r^.
v«l-
PMlb.
sr
^B^'
EBtMpj
Om*
*.5r
^
at
Uqtdd
^
o(
r
•
'
_i
H
L
*(
L
T
*
MM
US.8
U6.S
UO
IK
800
aoo
8U
377.a
37B.7
381.9
383.9
386.0
2.40S
2.348
2.202
2.238
2.180
0.4164
ati69
a4364
0.4469
0.467
36ao
362.2
364.5
366.7
368.8
1197.0
1198.2
1198.6
1198.7
1199.0
847.9
846.0
844.0
842.1
840.2
0.5372
a63B0
0.5426
0.6461
0.5477
1.0128
1.0079
1.0030
09983
09936
1.5500
1.5478
1.5466
1.5434
1.6413
aw.3
IDB.S
»o.a
SIB
ISO
88ft
900
888
388.0
390.0
391.9
393.8
395.6
2.137
2.090
2.046
2.002
1.061
0.468
0.478
0.489
0.400
0.610
381.0
363.0
306.1
367.1
369.1
1199.2
1199.6
1190.7
1199.9
1200.1
838.3
836.5
831.6
832.8
831.0
a56Q2
0.5626
0.5560
0.6573
0.5597
0.9890
09846
D.9802
0,9760
0,9717
1.5392
1.6372
1.6368
1.5333
1.5314
sa6.s
180.S
9M.3
MK.3
9M
au
■SB
900
397.6
399^
401.1
402.9
404.6
1.021
1.883
1.846
1.811
1.777
0.521
0.631
0.642
0.662
0.603
371.0
378.0
374.9
370.7
378.6
1200.3
1200.5
1200.6
1200.8
1201.0
829.3
827.5
826.8
824.1
822.4
0.6619
0.5641
a6663
0.5686
0.5706
09676
09635
09596
0,9556
0,9517
1.6205
1.5Z76
1.6258
1.5241
1.5223
SH.3
a65.3
170.8
885
970
S7S
800
98B
406.2
407.9
409.6
41 IJ
412.8
1.746
1.713
1.683
1.664
1.625
0.573
0.684
0.694
0.605
0.615
38a4
382.2
383.9
385.7
387,4
1201.1
1201.2
1201.4
1201.6
1201,6
820.7
819.1
817.4
816.8
814.2
0.5727
0.5747
0.5767
0.5787
0.5806
09479
0,9442
0.9405
0,9369
09333
1.5208
1.5189
1.5172
1.6166
1.5139
87B.3
9B6J
iOM
880
9BB
880
SOB
810
414.4
41S.9
117.6
419.0
42a5
1.508
1.671
1.646
1.620
1.496
0.626
0.036
0.947
0.658
0.068
389.1
390.8
303.4
394.1
396.7
1201.7
1201.8
1201.9
1202.0
1202.0
812.6
8X1.0
800.4
S07.9
806.4
0.6828
a5845
0.6803
a6882
0.5900
09298
09263
09229
0.9195
09102
1.5123
1.610B
1.50»
1.6077
1,6062
800.8
80S^
8U^
880^
815
890
880
aao
421.0
423.4
424.9
426.3
427.7
1.473
1.460
1.428
1.407
1.386
a670
0.690
0.700
0.711
0.721
397.3
398.9
400.4
402.0
403.5
1202.1
1202.2
1202.2
1202.3
1202.3
804.8
803.3
801.8
80a3
798.9
0.5918
0.5936
05053
0.5970
06987
0912B
O9097
0,9065
O9034
O9003
1.6047
1.6082
1.6018
1,5004
1.4090
880'.8
880J
8U
845
800
429.1
430.5
431.9
1.366
1.346
1.327
0.732
a743
0.763
405.0
406.5
40B.0
1202;4
1202.6
797.4
795.9
794.6
0.6001
0.6020
06036
0.8972
0.8942
0.8912
1.4976
1.4062
1.4049
800.8
88B^
878
«00
438.6
444.8
1.230
1.162
0307
0.860
416.1
422.0
1202.6
1202.5
787.5
780.6
06116
0.6100
0.8768
0.8031
1.4S84
1.4821
ib.Google
Tabic 03.
Ptopertie* of Superheated Steam.
429
f
IM [S27.8I
105 [S3 1.4]
no [334.81
lis 1338.1)
•F.
Y
*
H
V
*
H
T
*
H
T
.
H
Smt.
1
i
440
i
490
1
7»»
1:S?
iiil
11
a.i;
III
6.M
11
a.se
7.17
i.eois
...,„
I:SJ8?
::::
ifj
1.0820
is!
■if
1.8363
ii»e.2
Kl
1227.8
1238:^
SSi
1254.0
1204!^
'SI
1278.0
III
1404.7
4.30
4.37
i
4.70
4:9c
ft.02
si
S.33
II
0.82
1,«>04
1.6066
i:S
1.6270
IS
1.6402
i:6684
1.6644
.6760
:ii
1.7035
1.8107
1104.1
lis
227.0
237:
342.
ZS3.3
263:?
SI
1379.0
1364:s
1404.5
4.00
4.10
4:3;
4.48
'is
4.73
4.79
11
l;St
5.67
S;Si
0.B1
1. 5966
1.6002
Iffli
liii
.6536
;K
:Sffi
S.
S
El
1.8145
1100 0
11S2.B
iil
1226.1
IS
1203.1
sm
1278.6
1303.9
ill
3.80
3.00
3.97
li
4.27
iZ
4.67
ti
6:06
a.23
■ 51.1.
i.eoia
\B
1.6689
1.6647
ilsl
1.6871
.6925
:;i
1.8004
1100.7
1191.8
1107.5
120S.3
12U:I
226.<
|:I
Sn
Ei
1278.0
1338:8
li?l:8
1404.1
P*
1M 1341.31
135 1344.41
1» 1347.41
13S 1350.3]
•F.
V
*
H
V
«
H
,
*
"
Y
*
H
Sat.
IS*
1
i
5M
530
i
;s8
3.7(
1.00
ill
4:82
4:4c
J:?!
Ill
:!S
.41
:oi
i-E
LOsao
i.asM
11
.687J
:703i
.7083
i:804f
11014
106,4
218;b
226 it
235.3
24b!o
256!e
261.J
1277,4
1292:B
1207.0
isl
1403:9
3.63
3.00
11
3:97
4:14
4:3
4:66
4.62
;;L
In
1.68B9
i;sf?t
III
i:6484
1.6824
1.SB78
IS
l,70Bi
i:8000
1212:.
1218.0
1223.8
1229.1
ill
1260, Q
1276.9
1282:*
ill
1403:3
3.48
3:0;
|I5
3:97
4:08
4.13
4.28
4.6H
11
1.582S
I.6S44
i:eo64
i:62B0
1:0434
i.aeio
1.6776
i:603(
1.8987
1,7031
i:7B5i
ill
1244:5
ill
276.3
291:9
is;
1403:s
3.39
Is
3:37
4:02
4.17
4:32
!;I2
11
.5863
.593'
1.B32S
1.6386
1.6446
i-i
:894;
,72 1
.74 5
.7693
1SS:S
iil
ills
1181
1254.0
ill
Si
201.4
296.6
ii
D preoureH knd
indlug ■ftt«T>t«d itoun
ib.Google
Table 63. PropertiM of Superheated Steam — Cont.
I [3«S.I| I' I4S I3SC.8I I I59I3AS.G1
1.6813 i:
l.SftM i:
i.sgs3 1:
i.esss i:
1.0949 i:
l!7433 li
1.<M3S i:
1.6102 i:
1.616S i:
l.A22fl i:
1^6346 l!
i^Mei ti
i.flGis i:
i!efl2H li
t!eT35 li
1.8787 i;
1.5622 t
1.56SI I
1.5723 l;
1.G704 i:
1. 6883 i:
1. 6931 i:
1.6997 l;
1.6061 I!
1.6697 IS
1.6740 1!
• To the right of (P) aDpeu bI
taniperaturea; llTa latter arn ta brkcketi
P uid T are rnpectlrely the al
<> and H are the entropy and ton
6 3
6 a
3 3
I 3
4 8
0 3
6 3
1 3
6 3
g 3
3 3
7 3
0 3
3 3
0 8
Q 3
1 3
3 3
1 *
7 4
1.8148 i:
1. 8307 1!
1.8267 l:
1.8712 1|
l!7Z04 li
1.7431 i;
1.7847 !■
1.7864 1.
wpoodlDg (aturatad M
ib.Google
Table 63. ProperticB of Superheated Steam — Cont.
F* IS* [373.1]
1.S55R 11
i.sesi 11
1.ST02 1-.
lisssfi li
I.B905 II
1.IUI2G i:
1,5«94 i:
1.6761 r.
1.B82T i:
P knd T are reapecUvely tbe tbsoluM premire and the volume tn cb. tt. per lb
« the entropy aod total heat of aupeiheMBd
n measured mm an deg.
ib.Google
432
Table 63.
Propertie.
P*
Mt 1300.01
115 1391.91
2M 1393.81
J3S [396.61
•r.
,
*
H
T
<)>
H
.
«
n
*
*
H
Sat
«••
!iS
430
4S«
i
BIO
MO
15*
800
2.09
1
2.31
s!3S
rti
i
,64
!70
li
3.3-
1.8372
iIbsbi
1.572'i
1.67B4
i:6045
i;65»u
iiae.5
i20fi.g
122*;.'!
1330.6
111
26412
126B.a
1266.0
III
iil
III
2.0s
III
2!3:;
S.2(
2:35
li
2:54
2.57
2.60
11
2.73
3:30
i
;«96
1.B782
.8074
,813a
:SIS
1.83S9
i:B46fl
.6822
:7531
1199.7
1217.6
I23B.8
,2S3:5
1269.3
:270>
278.3
293.0
:303:s
II?
436:3
3.00
sloe
2.16
2-20
til
II
2.B2
2:01
2.07
2.81
3:33
1.6333
.8379
.5463
.5.'i2€
:B684
.B731
:5B23
:8I04
:6376
.8331
;|?
■HI
:7S06
11B9.0
i2i«:(
1235,0
ill
III
1292.6
i308:a
1346:6
1435:1
1.96
11
2-15
2:37
2.40
2.46
2:52
1:11
II
8:i8
1.6314
i:6633
:5766
15894
.5966
i:6134
IS?
i:6516
:7047
1200,1
1203,9
1209.4
iiis
234.3
240.3
287:9
1283,7
:28o:8
III
308:5
1313.9
if
V
140 1397.61
1
U [399.31
»• 1401.11
159 1402.91
■F.
,
«
n
T
*
n
1.846
i!a42
1.974
2.006
IS
2:129
11
2:278
2.30G
2.333
2. 81
2. 89
2. 17
2,444
2.S7t
2:068
*
n
T
*
H
Smt.
JS
440
i
1
IIS
i
1.92
li
2: IS
11
2.41
II
11
1.620S
11
.saro
S
:S
.0384
.0437
.0489
III
1227^3
124B:(
1283.
lis
isisis
III
1.88
is
2.05
2:1:
II
2.3«
2:41
2.60
2.«;
3:0;
1.6367
i;6572
I.Be40
1.6707
1.B772
1.B836
i.esaa
III
1.8248
1200.5
IS!
!238:8
1274:0
290.B
307:5
.6258
■if
.:6870
:8050
::ai66
.8222
:8384
:S
1206.5
1225:7
1 44:0
1 55:9
aei-B
279:1
384.S
1298:S
1345:1
1,835
i:B32
1,963
ii
2:201
i
risi
2:527
2.857
2:0m
!:S
1-5442
1.8682
i:S77B
.5904
:E
s.
.6359
.6412
1.6464
i:694a
1200.8
il
224:g
231.1
'f:3
ill
289.8
1301:?
1306.6
1313.1
1317,6
ill
• Td the right of (P) a
1 prenunn mnd corrMpondlng ■Murklei) al
(empsratures; iSe latter are la bracketa.'
P and T are mpectlTely the abaolute preaaure and the volume In cb, ft, per lb.; Bnd
# and H are the entropy and total heat ol auperlieated steam measured from 33 dec.
ib.Google
Table 63.
ofSui
433
^
»• (404.51
I4S 1408.2)
J7» [407.91
17» [409.61
•r
,
<»
H
,
.
H
»
•
H
T
0.
H
Sat.
1.777
1.5223
1201.0
1.74S
i.saoa
laoi.i
1.713
1.518B
1301.2
1.683
1.5172
1201.4
410
420
4*0
lisg]
1.5413
I.54S4
204.1
224.0
i!7ag
f.ll!
11
il!
ii
il
iill
1:71
!:?S
i:632e
1221.4
4S«
1
1.S22
i;|
1.5553
1.5021
i-ii
242:
254!t
i;Si
IS,
i;il
iil:l
l:l?i
!:iSJ
1.5032
il
:iS
.864
:S
1:S
Si
^1
li
S40
2.erji
lilM
.5877
.5938
S
IZflO.l
1278:o
1283.7
ii
2:141
i-ili
lioosi
|!:i
383:1
2:098
!:S
1.5948
I.eOOfi
1.6063
il
282:6
!:S!
3.004
2:05t
1.5981
1.6088
383.0
5M
600
1
11
300. e
1??;?
li
2^274
i:625£
1288.8
1294.5
iisi
.125
.230
i:iy
1.0338
38S.3
294.0
3.081
Ii
3. 88
.6091
i|i
2873
i:l
310.3
3.347
11
11
344:
2.301
i
.8415
i3ia.7
i!il
2.268
2.383
2.60«
2.637
2.7*8
1.8391
1318.3
iiii
3.213
2.33t
Hi
1.6387
1.6620
is
si!:!
il
us
2.974
'■'"•
1460.1
2.917
1.7544
■""
2-863
1.7622
1449.7
2.810
1.7.01
'"«•»
p*
»• 1411.31
185 1412.8)
19* [414.41
»5 I4IB.9I
•F
•
«
H
V
*
H
T
•
H
V
• 1 H
Sat.
I.as4
i.sin
1201.S
1.625
1.613B
iaoi.8
1.508
1.8133
1301.7
1.571
i.5in
1201.8
440
if!!
ill
ill
i;707
1:5344
1308.5
1219:7
\M
i:6317
121S:9
1.683
i:64i
i:li
iiS;s-
i
:!SS
1.8ZS
1.8M
l.iUM
1.5570
i;5710
ii-l
I26i:0
l!764
ii
:566a
il
11
.813
8
1338: 1
li
1.536S
ii)
i:5634
il
343.8
248.8
MO
i
IS
L!595fi
1.8013
ii
ISSS
1.5748
1:593 1
1257.3
1276:i
.280.9
1
;i!
i368:e
1274.5
i
.90»
1.56981
i;l
1.59431
355.9
S»
2.041
l.l2i
1.8071
ill
1287.2
13M:3
IE
2.082
2.107
i:ei03
292:6
1.07C
a:o6t
:§ia
i
309:0
!;SS
1.0S4
3:03:;
■sti
388.«
291.4
i
800
2.172
!mb7
31S.a
300.9
4^:0
2.132
2.253
11
i:o8is
I36a:6
ii
is
i:723S
il-
422:
li
2:501
1
:72i;
ii:s
1395.8
142 .4
IM
2.7Se
2.872
1.7877
13?^:?
l:li;
1:?S^?
1SI1
IT,
1.7439
1.7 837
UJ§:S
2.811
Vitu
1448.9
>nd oamapoadlng MtturMed ■
• To the right of (P) ■pptBr Iteam Il._.ui» m-M <.u>id>i>uuuuib ••i.ui.anxj •niBiii
tempsnturai the latMr mnUt tir»ckew.
PandrarereBpectivelr the absolute pi«aure and (he Toluiiielticb.lt. per lb.; and
* and H are vbe eoUvpr and total heat o( Buperbeated Bteam nrawured tn>m 33 deg.
ib.Google
434
Tdble 63.
p*
3M |4t7.Bl
>■• |4»0.ai
3I6 [433.41
lit [426.31
T.
y
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tot.
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4S0
218
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640
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ii
S90
SSi
700
IS8
1.S4S
1.583
i;g|
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1.6IB8
:6610
1.0877
liaoM
laoi.o
ill?:!
1233.7
ill
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313.7
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422:3
1448.7
1.490
1.S33
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2.48S
1.5062
1.6138
1.6385
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123 .0
1228.6
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1.7333
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421.3
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1.417
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.660
.692
1.715
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1.5903
1.6073
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1.7486
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226.8
2 1.0
3 8.4
344.0
SI
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376.8
1281.8
ill
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3M [438.81
4M (444.8)
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1.7361
1.74S1
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1216.9
1223.7
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1.201
1.4823
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1.4831
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o tbe Bntrc>i>7 mad toul bwt Of si^MlieKted ■!
ib. Google
CHAPTER 13
FUEL
COAL in its difFerent forms is the principal fuel used in boilers, Its appli-
cation, analysis and purchase have been most highly developed. The
use of oil is increasing rapidly, and other fuels are employed when
foctorg of economy or delivery warrant. Natural gas and crude oil or
petroleum have the highest heat value of die commercial gaseous and liquid
fuels ; and because of their ease of operation, gas and oil are highly regarded
Classification of Coals
/'^^AL is a dark brown or black mineral substance, found in the carbonif-
^-^ erous geological formation. All coals are formed from vegetable growth
fossilized by moisture, heat, pressure and time, and can be itidlvidually dis-
tinguished by the physical structure as well as by the chemical peculiarities.
A broad class iticati on includes wood hber or cellulose, which is the lowest of
the group, followed in order by peat, lignite, bituminous coal, semi-bituminous.
'
0
a IS SO SS 30 3
5 4
0 as
A / A A A A A /
A A
•?
=.4^4
LLXd^Z^^J-
4-\/\
V
sp*4esr^— , C / ,
'A
'
h
>l4 / /
T /TV / / /
/
/*^7n/ / 1/ 1/ v 1/ 1/
/
*> )3 » «5 » i
i — 5
i «
Fig. 303. QrouiHng Coala according to Chemicttl Constituenti.
semi -anthracite, anthracite coal and graphite. The differences in composition
are shown in Fig. 203, based on data prepared by the Bureau of Mines. Start-
ing from the lowest in the group, each succeeding variety of coal is distin-
guished by an increase in carbon and a decrease in oxreen. The hydrogen
remains practically constant for the lower part of the group but decreases
rapidly in the higher part. The curve is plotted from analyses computed
on a basis of coal free from moisture, ash, nitrogen and sulphur. Therefore,
the sum of the carbon, hydrogen and oxygen content as given equals 100
Wood is the representative of the organic substance from which coal is
derived. The extreme variations of its properties explain the differences found
in coal. The term wood includes trees, small plants, and mosses, which are com-
posed chemically of cellulose, or of tiber and sap or sap deposits t>etween the
^bers. Actual wood has a higher carbon content than cellulose or moss.
It contains from IS to 25 per cent of moisture even when air dried. The
ash content may be from 2 to 3 per cent. Dry wood has a heat value of
8000 to 9000 B.t.u., and ordinary fire wood of 5000 to 6000 B.t.u. per pound.
Peat is organic matter in the first stages of conversion to coal. It is
found in swamps and bogs and consists of roots and fibers in every stage
of decomposition, these containing 70 to 8S per cent of moisture. Its color
varies from yellow, through brown, to black. Its percentage of nitrogen and
oxygen is large and :ts volatile matter poorly combustible. Peat is valuable
ib. Google
as a fuel only after having been thoroughly dried. Air-dried peat has a
heat value of 9000 B.t.u., and when completely dry the value may be over
10,000 B.tJi. per pound.
Lignite, sometimes called brown coal, is the next step from peat
in the formation of coal. It contains from 30 to 50 per cent of water, this
being reduced by air-drying to from 10 to 20 per cent. Lignite is of a
woody 'texture and does not coke on being carbonized. Us heat value
is between 7000 and 8O00 B.t.u. per pound, while the ash content varies
from 5 to 10 per cent. As it disintegrates rapidly on exposure, lignite
cannot be shipped any distance except in cold weather when frozen.
Sub-bituminous coal is next to lignite in order of age. The chemical
difference between it and lignite is not clearly deRned and so it is sometimes
called black lignite. However, the physical difference is marked. The sub-
bituminoui coal is black and shiny, has only a small trace of woody structure,
contains less water and has a higher heat value than Hgnite, It differs from
bituminous coals by the slacking it undergoes when exposed to the weather.
BHuminout coal includes the so-called soft coals, which vary in color
from dark brown to pitch black. The important divisions of this group are
the caking and the non-caking coals ; both bum with a yellowish flame, and
give off smoke. Caking coal has a tendency to fuse and swell in size during
heating. Its high volatile content and richness in hydrocarbons make it valu-
able in the manufacture of coal gas. Non-caking coal bums freely without
fuging, is therefore well adapted to burning on grates without interfering
with the air supply required for combustion, and is used extensively under
steam boilers. The heat value is between 14,000 and 15.000 B.t.u. per pound.
Semi-bituminoui coal is brighter in appearance, and somewhat harder
than bituminous coal, more nearly resembling anthracite. It is generally
free burning, without smoke. It burns with a short flame and has a high
heat value.
Semi-atitkracite coal is harder than semi -hi luminous. It burns freely
with a short flame, yielding great heat with little clinker and ash. It swells
considerably in size but does not cake, and tends to split up on burning.
Semi -anthracite when newly fractured will soil or soot the hand, while
pure anthracite will not. There is only a small amount of this coal in the
United States.
Anthracite, commonly called hard coal, is practically all fixed carbon. It
generally occurs with slate streaks, has a deep black color, and a shiny
semi-metallic luster. It contains little hydrocarbon, is slow to ignite, and
bums with a short yellowish flame which changes 1o a faint blue, but with
little or no smoke. Anthracite does not sotlen or swell, but breaks into
small pieces when rapidly heated. Because the price of the coal decreases
with the size, anthracite of less than ij-in. diameter is generally used for
steam purposes. The smaller sizes often contain slate which cannot be dis-
tinguished, so that the ash content is high. Anthracite has a specific gravity
varying from 1.3 to 1.8.
Graphite is the highest of the coal group but is not available for fuel
because of the high temperature required for its ignition. While practically
pure carbon it can be burned only with difficulty in the hottest fire and
when mixed with other coals.
The classification of coals by name, as above, is only a convenience.
The different coals overlap to some extent and a technical description is
necessary. For this purpose the chemical properties of the coals have
generally been used, as shown in Table 64, by C. E. Liicke. Camfibcll proposes
a classification on the ratio of the total carbon (O to the total hydrogen (H)
ib. Google
of the ultimate analysis. The coals are divided into twelve groups, but
suflicient data to fix the values marked (?) are not available. Frater sug-
gests the fixed carbon (f. c.) divided by the volatile combustible matter
(v. m.) of the proximate analysis, while Muck recommends the total carbon
content of dry and ash free coal, as a standard. Another classification is
based on the fixed carbon in the combustible, as in the last column of the
tabulation.
Table 64. Claswfication of Coal by Compoaition.
CnU
C^PUU
Pn»r
Mua
- 0«Bmd
<Stm.
H
Lc
■^
^i■■
A
« to?
Anthracite
100
12
Anthracite
95
Anthradte
?to30
97 to 92.5
Anthracite
30 to 26
D
Semi-anthracite
26 to 23
12 to 8
92.6 to 87.5
E
23 to 20
8 to 5
Common
Coal
82
87.6 to 75
20 to 17
S
to
0
Eastern
17 to 14.4
H
Bituminous
14.4 to 12.6
Western
65 to 50
1
Bituminous
12.6 to 11.2
11.2 to 9.3
70
K
Peat
9.3 to?
69
50
L
Wood or Cellulose...
7.2
Cannti coal differs from the general group of coals and is therefore not
included in the previous classification. It lies somewhere between bituminous
and sub-bituminous but is considerably higher in hydrogen than either. It
is said that the name is derived from the fact that this coal burns like a
candle. Cannel coal is hard, dull black, easily broken, and gives a large
amount of gas when heated. It is valuable, therefore, as an "enricher" in
gas making.
Location of Coal Deposits in the United States
" I "HE map, Fig. 204, shows the areas in which coals are mined, the older dc-
*• posits being grouped into seven fields. Some graphite coal is found in
Rhode Island; most of the anthracite comes from Eastern Pennsylvania!
semi -bituminous comes mainly from the noriheast section of the Appalachian
field; bituminous coals are found in the remaining larger fields; sub-bitumi-
ib. Google
ib.Google
-Afpalac^iia
-Ntrfftorn /rr,
T^Gcuthtitef fnfff'ft^
FiK- 204. Coal Field* of the United States.
nous is found mostly in the western stales, and lignite comes (roin the
South and Northwesi. The coals from all these localities have been analyzed
by the Bureau of Mines, the compositions being listed in Table 65.
Composition of Coals
IN burning coal, first the moisture is driven off. next the volatile matter, and
then the remaining fixed carbon ignites. leaving a residue of ash. These
four constituents of coal are ordinarily determined by the "proximate
analysis." which gives information snSicient for all practical purposes. The
chemical elements are accurately determined by the "ultimate analysis" which
gives the percentage of carbon, hydrogen, nitrogen, sulphur and ash. The per-
centage of oxygen is taken as the difference between 100 and the sum of the
other five constituents because there js no simple direct method of deter-
mining it.
The results for both analyses, Table 6S, are for coal "as received," which
means that the weight of moisture in the actual sample, as received at the
laboratory or in the coal at the point of sampling in the mine, is included in
the test samples. However, both proximate and ultimate analyses can be
made or computed to a dry or "moisture free" condition or to a basis of
"moisture-and -ash- free" coal. The moisture-free analysis gives the compo-
sition and heat value of dry coal while the moisture-and -ash -free analysis
gives the approximate composition and heat value of the dry combustible
matter. Table 68, for a typical coal sample, indicates the three values.
Commercial Sizes of Coals
FOR commercial purposes, coals are classified by trade names that desig-
nate the size, but the names and sizes vary in different localities. In
bituminous helds this variation is marked, while in the anthracite trade a
fair standard exists, as indicated in Table 66.
ib. Google
FUEL
Table 65. Comporition and Heat Value of United State* Coah.
UltiiiHte Analvifa
CoaM7,B«d or Lol Nuh
■uluut* Aiulyila
d
Bay, Tharapwii VmUmy . .
Barlnv Riror, HutUn*
Cook iDlM, Fort Gnhun. .
SaMstian, GrwBwood
Hwtanjr. Ston* Cuiran. .
S.SS tO.M GT.08
>.el S2.M 58M 6Ae <
t.tX 34.18 M.ll 9.09 I
J WSJ 4S.M 14.ST
SE.I8 a.«8
4t.se lo.ei
S.81 TB.M B.80
1>.1G tO.Sl
ze.£D Zt.AT
4.4fi 4Z.0E
S.8> 87.01
28.M Z8.«S
44.27 G.16
87.87 tAt
49. ES S.»4
48. U IZ.G!
87.ZE G.02
0.70 4.M GG.27 0.81 2S.G7
0.B3 3.14 BG.S8 l.Si 10.77
O.GE G.S1 49.GS i.n S4.8T
4.48
0.M S.IZ
I.IZ G.4Z
2.79 4.0E
1.74 S.SE
8.12 8.7G
4.17 6.28
BG.S8 1
49.68 i,._ _
70.78 1.41
41.79 0.87 4G39 . .
^.00 1.18 19.71
78.71 1.46 8.96
80.28 1.47 8.69
78.S7 l.SZ 8.96
68.01 1.17 1«,14
0.48 6.04 48.SB «
8.80 1G.8B 6G.8S 1
11.46 87.24 47.01 4.80 <
11.86 84.62 40.88 1
11.82 27.86 GG.ID
1Z.S9 88.89 41.80
18 .64 SS.69 4D.08 1
12.70 86.86 41.47
0.96 84.78 4K.06 1
18.81 88.62 41.84 1
11.^ 86.70 S9.4E 1
6.01 82.87 64.82
18.00 82.41 87 .BE 1
9.18 27.30 86.40
8.80 29.86 68.83
16.91 26.86 88.^ 1
18.68 82.07 46.20 ....
12.08 S2.48 44.42 11.02
I 61.29 1.00 19.01
I 68.69 0.96 19.8E
1 60.91 0.99 19.1E
i 69.M 1.04 16.91
9 69.07 0.96 19.81
0.90 G.IO 88.46 1
1.89 6.48 62.97 1.01 21.28
0.91 6.66 68.SS 1.42 20.84 '
S.66 6.84 80.46 0.89 18.66
3.78 6.63 63.01
9.69 88.69 41.04 10.B8
.79 G.S9 82.88 1.23 16.80 :
8.24 30.74 48.02 16.00
2.60 S3.B0 61.26 t2.4i
4.36 38.68 62.62 9,10 <
11.10 S6.E1 40.69 12.70
9.04 29.69 46.86 1E.T2
4.26 G.S7 £8.49 0
S.19 6.74 66.81 1
6.16 G.82 M.6S 0
G.03 4.81 69.82 0
3.99 6.30 80.72 1.18 _ _
S.72 S.01 60.B9 1.06 18.60
>r tMtnria; bU ot
ib. Google
FUEL
Table 65. Comporition and Heat Value of United Sutci Co«l» — Cont.
Coonty, BmI or Ldal N
llhl
JWiuM ABdnb
"AaBaniTMl"
41
If nUadbtn , Ctotnl C^ .
Oao,UtBmiT
FIh«.B«ms
Vtbtttr, WhMtciDn
AU«VB7. luSart^.
AllacuViFroMbuig
AUacanr. Lofd
AU«ur.Uld);0d
AlMfany, Vamnfttfi
Satfjuw, SbcIuw
Aitair, EbkniUt
C^waH. BunUtoD
Htary, InHlBr
Lalvatt^ Napolaoa
Umod,B*tW
Rur, nAinaDd
CiwbaD, Boar Cr«k
CuoHl*, Geynr
CibMt.UUm
FMia, l^nristown
Ubi«)>.UtaiNU
YtOoKntcaak MnawWiliBll . . .
NawHok*
Coittx, lUtoa
Une^, WUtaOtb
WKiBiaf.BlMAnA
NartkDakMa
Morton, Liitk
U'tmn.iVataa
StaA,*l«bMi ...
muiwu. •miMai
Bdmaot. *B«IMi>
Ouarany, *Dadliird
jBdwa. •WalWoB
Jiff>ni>D,Autorduii
Nobta, Brila Taller
Pny.'DlzIa
OUnbMB
Cod.L*hteh
HuMUUKIurtalii
ntuboii. Carbon
nttiboii. UeAbator
CoaB,BaaTar^
AU^any, Brueatao
All«hanr.O>k8tatloa
Boilofd, Hopinid
CambtU, BaavardalB
Cainbiia, CarrdltowD Knod .
Cambria, Fallal Tlmbar
Cambria, "-^"^
S.64 G.ST OJtl IM IB.U
t.TD U.SO T4.00
SJD 1«.B0 7G.M - -
t.ie K.OE TG.g8 K.88
11.11 SLM 4S.TE S.U
H.IS tS.TT 2G.aS S.TQ
36M Sl.K Z4.ST 7.7t
ILSB tB.S> SG.88 >.AG
ae.7B S8.1S 2»JT ""
3.60 STM SI. a
lt,SM
ll,ft4f
ll;37t
1S,>1S
U.100
1.04 4.as 8a.ee iJ« s.aa
U4 I.M 8s.se Listens :
4.11 e.»o sp.M a.s4
4.81 us S0.40 1.18
4.08 G.S9 E8.16 O.SS 1S.6S :
5.05 S.81 G6.83 0.B8 20.S0 :
1.41 K.7K S8.1S l.DS 11.14 :
S.77 S.8G e8.U 1.04 1>.8>
».18 2S.S1 SO.Sl 1S.08
tE4S S8.2T 4SJ)S SJO
14.70 2e.Sl 18.11 1S.8S
1S,8S 17.8S 4S.0T T.41
S.IE IS.Oe B0.12 11.80
l.EO B2.e7 GS.41
S.44 18.18 78.48 8.«2
1.08 O.H 18.18
.18 Ml 81.lt D.71 19.88
i.as E.se 88.04 -■■
10,127
«,eet
10,816
lolue
).68 8.78 89.4E DJM 4S.8I
LIE B.E4 41.48 1.11 41.>r
0.48 8.98 41.87 0.8B 44.S4
4.el G.41 81.40 1.11 14.48
8.00 6.48 78.89 l.._ _.__
2.H 6.42 70.S1 l.GO 11.12
11,179
tl,61G
18,288
9 ST.Ol 1.29 lE.OO
8.84 6.18 84.88 1.44
S 82.11 t»M SSJ
1S.10 81.10 89.e3 18.17
0.E8 6J1 77.11 1.62 10-18 .
0.81 G.SS E1.07 1.19 18.28
T 8.89 TS.ie 1.4E 8.91
1S41B
18.700
14,086
1.83 4.04 80.81 1.10 4.80
1.30 4.81 81.S4 1.38 4.81 :
1.67 4.Z8 81.19 1.S9 2.T8 I
ib. Google
42 FUEL
Table 65. Compodtion »nd Hot Value of United Statem Coali — Cont.
CoBBtir, Bad or Local tttmi
Cambria, Nantr u
Cambria, P«Hati
Candirta,St,BBadM..,
C«wrqw«l« MQk
Chiiim, BhM Ban Btatlm .
ClMuMd, BoanlmaB
GkBCvB
lAdmwauna, DoDmara.,
LDWtnaJft&tim
SekayPA UliMnTaia. . .
BokurUn, Tomr Citr. .
l,Uwiaiuia
Hawpoit, Ponaoouth .
FM«M«uia,Cn»taa .
flaMk Dalmta
Parking Loditpob. .. .
TaaacaaM
Aaimaa, BrIerriUa. . ,
Campb«ir.La(oUMta..
Houatiw, CnckKt. .
WoodiHoyt
Hub
Carbon, Soaoyaida^ ,
Bvirieo, GavtoD
Laa.DarbyAk
BiiwelT. Daata
TaiwuU. PoeabontM . .
KJBL Conb^aDd,
KitJma.Bariyn...
PlHoa, Caifa^mado.
Tbnntvo, C«>tralli
Waal TlMfa
n]Frt*a,C>rlUa...
raiFatla.PayatM...
Ti^atta, Hawki Na
s.u la.n toM «^s
S.ES lT.St ra^ti BJ>
a.M is.a 10^ «.«T
K.TS U.M M.M a.«G
l.M IB^ Tl.ff> S.M
2.H 14 .4S U.M TM
MS B.GB TB.M 10.17
22.M t.TB SSJT 16.1
4.M S.01 TB.e> IS.^
l.TB 27. BB 40.17 SOJl
SS.71 Z8.EG ZS.78 1.1B
S.H 8B.BB 4B.7T _.._
S.8S 40.91 48.11 E.SS
T.SS B7.a9 4G.BS 8.SS
3.81 16.80 48.BS 20.18
ZS.OS ai.16 B4.01 8.88
4.16 U.18 18.76 S.H
B.£l 81.18 11.(8 S.8S
6.00 24.80 (7.20 8.80
S.IT 16.11 88.81 2.S1
8.22 11.83 78.48 1.19 1
1.88 4.87 B0.S3 1.B1
l.n 4.W 80.69 1.S8
1.04 4.48 81.86 1.21 6.26
1.99 4.n 80.68 I.10 ■ -
I 72.49 1.31 8.B>
2.19 6.08 T9.S9 1.19 4.78
1.29 4.99 7(.7t 1.11 140
1.82 6.01 18.91 1.81 8.96
0.48 2.E2 7S.BB 0.11 6.87 :
0.67 Z.70 B«.81 0.91 8.66 :
0.90 4.17 79.48 IM 4.19 :
0.87 8.41 79.49 1.19 6.10
0.78 6JS 78.78 l.M 1.81
1.17 6.01 78.88 1.88 8.SB
0.10 2.84 88.48 O.IB 21.49
0.87 0.48 I — - —
2.22 8.80 a
I.Oe 4.97 16JZ 1.80 6.71
1.14 8.19 74.91 1.81 10.19
0.49 4.61 88.14 1.19 e.1i
0.79 8.93 89.18 S.T2 41.11
0.61 (.79 42.62 0.19 42.09
1.71 6.48 71.28 1.62 18.46 1
0.39 6.62 18.01 1.26 11.89
6.St 6.1B 61.24 0.96 11.24
1.41 6.79 81.40 1.09 26.11 :
1.43 4.90 18.66 1.81 8.29
0.68 6.16 71.98 1 — " ■■
0.63 6.82 80.13 1
0.71 4.11 88.38 1
0.62 G.69 79.89 1
0.46 6.S0 84.79 1.(3 19.09 ;
OJT l.HI SZ.1T 1.30 14JE8
11.67
8.6S
36.99
14,274
18.180
1S,»01
(8.66 1
83.86 I
47.26
0.89 6.01 83.86 1.91
6.09 82.69 1.83 1.28
6.01 84.11 1.68 E.89 :
14,102
14 «0
14,884
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T«Ue 6S. Coropodtion and Heat Value of United State* Coats — Cont.
II ll
a.32 2t.SS ti.n tM
3.80 14.60 TT.40 G.SS
Z.30 1S.S8 TS.21 4.B1
2. IB 18.91 76.26
tM lajl TS.36
S.ZE 14.4e TS.06
£.66 1S.44 T8.BT
2.SS l«.n «S.SO 1
S.0O 11.00 TS.SO 6.ES
1.40 2R.40 62.91 »xa
1.12 20.74 70.88
16.se 3S.01 4T.M 1.74
UltlBMta Analnla
■■Am RsMivS"
till!
0.80 6.2B 7B.7S 1.17 7.78
1.86 4.70 77.ee 1.46 ■ '"
O.ra S.lfl 78.87 t.l«
0.64 4.60 S8.3B l.OS
O.Se 4.80 B6.00 1.20 4.27
.06 l.ll 6.4 S
.02 1.48 6.04
0.8S 6.64 60.
0.88 e.29 64.
G6.SI 0.76 83.17
62.01 1.20 26.28
B
18,0*6
14,687
14.671
14,600
18,614
18,087
18,608
14,400
Table 66. Commercial SUeo of Anthracite Coal.
Pr«pu*l«iUi<u|au«-
Prapwad with rooDd-
atam
'S-
^■
■£§-■
4
2H
2
m ' .'ii^
Em
Stove
3W
l^
Nut (chestnut) . .
Pea
Buckwheat No. 1
IS a No. 4 Buckwheat has been marketed ; and some mines
supply "Birdseye" which is practically a mixture of Nos. 2 and 3 Buck-
wheats, or "through ■/« and over '/«."
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Hotel Claridge, New York City, equipped with Heiiie BoUen.
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Society of Mechanical
EASTERN BITUMINOUS
Lump coal must pass over a lJ4->n< mesh bar screen.
Nut coal must pass through a 1^-in, mesh, and over a H-'m.
Slack coal must pass through a ^-in. bar screen.
WESTERN BITUMINOUS
Lump coal comes in 6-in., 3-in. and Ij^-in. sizes, and the respective
lumps must pass over circular openings of corresponding size. Where
the lump coal is sized as 6 by 3 in. and 3 by I'A, in., the coal must
pass through the larger opening and over the smaller.
Steam nut of 3-in. si;!e must pass through a 3-in. circular opening
and over a Ij^-in. mesh. Nut of 1'4-in. size must pass through a
I>^-in, and over a ^-in. opening, and ^-in. coal musi pass through d
jii-in. mesh and over a 5^-in. opening.
Coal screenings must pass through a \%-'m. round mesh.
In the coal fields "run-of-mine" is the name given to the unscreened
coal taken from the mine, and "culm" is the residue from screenings, in-
cluding "silt" and other anthracite dust.
Sampling Coal
SAM'PLES taken at the mine, says C. S. Pope, are generally of higher
grade than those obtained from the average commercial shipments. The
former contain a lower percentage of ash and have a higher heat value.
Persons without experience generally select a sample better than the average
run of the coal delivered. However, an experienced collector, by using good
judgment, can obtain samples so fairly representative that the results of
the analyses are reasonably accurate..
The value of laboratory analysis has been questioned largely because of
ignorance or carelessness in taking the samples. The laboratory test makes
use of one gram— about Vm of an ounce — of coal. The particles of roal in
this sample should have been a considerable and equal distance apart in
the original bulk shipment. A representative sample can be obtained only
by repeated and systematic crushing, dividing and discarding — such as is
described below.
The sample should contain about the same proportions of fine and
coarse coal as well as foreign matter, such as slate and bone, in order to
show the quality of the coal delivered as a whole. To this end portions of
coat are selected from all parts of the wagon, car, or sbii>, then mixed and
systematically reduced to the quantity required for analysis. The original
or gross sample should weigh 500 lb. or more, preferably 1000 to 2000
pounds. The Bureau of Mines has established a lOGO-Ib. sample as sufficient
to give reliable results for coal comparatively free from impurities. For
other coals a larger sample is required. Increasing the size of the gross
sample tends toward accuracy, but the possible increase is limited by the
cost of collection and reduction. A separate sample should be taken from
each 500 tons or less of coal delivered. The gross sample is usually reduced
to quantities varying between 2 to S lb. and then sent to the laboratory.
Representative samples can best be taken during the time when the coal
is being loaded or unloaded. Portions of 10 to 30 lb,, depending upon the
Mze and weight of the largest pieces of coal, should be systematically taken
with a shovel or a specially designed tool. The mechanical method is Pre-
ferred to shovel sampling, as it eliminates the personal equation. Care
should be exercised to secure equal amounts of coal from near the top, the
middle and bottom of the load. Clean boxes, buckets or ash cans may
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be used for holding the portions o£ coal that make up the gross sample. The
receptacles should have light-iitting lids which can be locked, to prevent
gain or toss in moisture and to preserve the integrity of the sample.
The next step is to prepare the 1000 lb. gross sample for shipment to
the laboratory. Three operations are involved : crushing, mixing and reduc-
tion in quantity. These can be done by mechanical means, using a so-cailed
sample grinder, or else by the hand method described by the Burean of Mmet,
which involves six stages. Fig. 205, to obtain the final 5 lb. sample.
In this procedure the coal must be broken down to the sizes given in
Table ^, before division into equal parts. The lumps can be crushed with
a tamper, maul or sledge, on a hard, clean, dry floor free from cracks. Other
tools required are a shovel, broom and rake ; also a blanket measuring about
6 by 8 ft. The coal is raked while being crushed, so that all lumps will be
broken. The floor or blanket is swept clean of discarded coal after each
sample has been divided into equal parts. The space where this is done
should be protected from rain, snow, wind and direct sunlight.
TaUe 67.
Laigeat Siiei of Coal Allowable in Sample*.
pSSSU
B>unpkLb.
Co>l.bi(tw
1
1,000
I
2
^
3
250
4
126
6
60
0
30
A
to about 250 pounds. Before each reduction in quantity the sample should
be crushed to the fineness prescribed in Table 67.
The crushed coal is shoveled into a conical pile as in diagrams 2 and 7,
by depositing each shovelful of coal on top of the preceding one, and then
formed into a long pile as follows :
The sampler takes a shovelful of coal from the conical pile and spreads
it out in a straight line as in diagrams 3 at A and 8 at A. the width being
that of the shovel and the length from 5 to 10 feet. His next shovelful is
^read directly over the top of the first shovelful, hut in the opposite direc-
tion, and so on back and forth, the pile being occasionally flattened until
all the coal has been formed into one long pile, as shown in diagrams 3 and
Sat B.
The sampler then discards half of his pile, and beginning at one side
of the pile, at either end, and shoveling from the bottom of the pile, takes
one shovelful (No. 1, in diagrams 4 and 9) and sets it aside; advanc-
ing along the side of the pile a distance equal to the width of the shovel, he
takes a second shovelful (No. 2) and discards iti again advancing in the same
direction one shovel width, he takes a third shovelful (No. 3), and adds
it .to the first. Shovelful No. 4 is taken in a like manner and discarded,
the fifth shovelful (No. 5) is retained, and so on, the sampler advanc-
ing always in the same direction around the pile, so that its size will be
reduced uniformly. When the pile is removed, about half the original
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coal should be contained in the new pile formed by the alternate shovelfuls
which have been retained. The retained halves are shown at A and the
rejected halves are shown at B, in diagrams 5 and 10, Fig. 205.
After the gross sample has been decreased by the above method to
about 250 lb., the quantity is further reduced by the quartering method.
Before each quartering, the sample should be crushed to the fineness de-
scribed in Table 67.
Quuitities of 125 to 250 lb. should be thoroughly mixed by conbig and
reconing, as in diagrams 12 and 13 ; quantities less than 125 lb. should be
placed on a cloth or blanket, measuring about 6 by 8 ft.; mixed by
raising first one end of the cloth and then the other, as in diagrams 18, 24
and 30, so as to roll the coal back and forth ; and after being thoroughly
mixed, formed into a conical pile by gathering the four comers of the
cloth, as in diagrams 19, 25 and 31.
The conical pile is quartered by flattening the cone, its apex being pressed
vertically down with a shovel or board. The flattened mass, which must be
of nnifonn thickness and diameter, is then marked into quarters, as in
diagrams 14, 20, 26 and 32, by two lines that intersect at right angles directly
under a point corresponding to the apex of the original cone. The diagonally
Fig. 206. Bureau of Mines Coal Sample Cotitainers.
opposite quarters, B in diagrams 16, 22, 28 and 34, are shoveled away and
discarded and the space that they occupied brushed clean. The co^ remain-
ing is successively crushed, mixed, coned and quartered until two opposite
quarters equal approximately 10 lb. of Virinch size. This 10-lb. quantity is
divided into two equal parts. Each part is immediately sealed into a container
for transportation. One of the samples ii forwarded for analysis to the
laboratory and the other held in reserve, should the sample forwarded be
lost or damaged in transit.
One or more containers can be used for this purpose, depending upon
the quantity they will hold. Glass jars or metal cans of one or two-quart
size are ordinarily employed.
The Bureau of Mines has developed two sample holders, Fig. 206, one
8 ^Ivanized iron can and the other a double container consisting of a wooden
dipping box and an inclosed pressed-paper case. The metal can is II in.
long and i% i"- diameter, inside dimensions, with a screw cap 2 in. diameter.
The capacity is lYi to 3 lb. of coal, so tliat two cans are used for the
laboratory sample. Before filling, each can should be carefully inspected as to
tightness and freedom from rust. The coal should then be carefully packed
in, so as to occupy as much of the space as possible and exclude the air.
This can be accomplished by shaking or jarring the container repeatedly and
vigorously while filling it. The screw cap is then closed against a. rubber
washer. To insure tightness, the cap when screwed down in place is wrapped
carefully with electrician's rubber or adhesive tape, the first layer of which
completely covers the joint, as at a In Fig. 206. At b the can is shown
properly sealed and ready to be wrapped for mailing. Solder, paraffin or
seating wax should not be used, l>ecause some of it may become mixed
with the coal, either when it is applied or when the cap is removed.
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Fig. 205. Preparation of Coal Sample by Hand.
( Rfd ttnitht ten— both ptgn. )
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Fig. 205. Preparation of Coal Sample by Hand.
< R—d traighf ickih bath pmie: )
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In the double container shown at the right, Fig. 206^ f is the pressed
paper case, d and e sections of the wooden box, and f the assembled con-
tainer. The paper case, 5% in. diameter and 7 in. long, has a capacity of
S to 7 lb. of coal. The shipping box is made of well-seasoned basswood
with lock-jointed comers, fully reinforced. Two suit-case catches are placed
near opposite corners, inside the box, to operate in either of the two possible
ways of assembly. Small holes are drilled through opposile sides of the
box, as at g, and through a small part of the catch lug. By releasing the
catches with a nail inserted in the two holes, the box is easily opened. In
using this container, the sample of coal is placed in the paper case and the
edge of the cap is seated tight with adhesive tape.
With each container sent to the laboratory for analysis, there should be
a ticket bearing the name and address of the plant, the date, the kind and
size of coal, the number of tons represented by the sample, and other similar
information. This form, properly Ailed in, can be placed inside the container
or preferably around the container on the outside, before wrapping for
mailing. A copy should be retained for reference or checking.
Fuel Analyus
^T^HE term m^stnre, as used in fuel analyses, represents the loss in weight
-'- of a coal sample when dried for a given time at a given temperature, 'nis
is taken as the total moisture in the coal received at the laboratory.
Volatile matter is the gaseous combustible matter of the coal and
represents the hydrocarbons and other gaseous compounds which distill o&
on application of heat, as well as some incombustible gases.
Fixed carbon is the solid combustible matter represented by the uncom-
bined carbon in the coal or the carbon remaining after distillation. It is
not pure carbon nor is it the total carbon in the coal, for a part of the
carbon is expelled as volatile matter.
Ash is the incombustible remaining after the moisture and volatile matter
have been driven from the coal and the fixed carbon burned ; it is the
residue left from complete combustion of the coal.
These four items are set forth in the proximate analysis, which may
, show them in either of three different ways. The whole four items may
be given in one statement, as in the second column of Table 68, known as
"as received." The moisture may be stated separately or ignored, and the
other three items given as in the third column; and this is known as
"moisture free" or "dry coal." The ash also may be stated separately, and
the other two items given as in the fourth column, known as "combustible"
or "moisture and ash free."
Table 68. Proximate Coal Analysis Statements.
ICSf-
^in^r
"sr^""
10
30
60
10
100
33.^
55.56
11.11
lOO.OO
The following instructions for the proximate and ultimate analyses of
coal, and for the analyses of liquid fuels are taken from the 1915 Code of
the American Society of Mechanical Engineers.
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Proximate Analytis of Coal. The apparatus re<iuired for proximate
analysis consists of a mill for grinding coal, chemical scales sensitive to
Vhh of the amount weighed, drying apparatus, a platinum crucible, a Bun-
sen burner and blast lamp, a supply of oxygen gas, and such chemicals and
chemical apparatus as may be required. The elements to be determined are
moisture, volatile matter, fixed carbon, ash and sulphur.
Determine the loss from air-drying and the total moisture in the ash
as received, as explained elsewhere.
To determine volatile matter, place about one gram of the air-dried
powdered coal in the crucible and heat in a drying oven to 220' F. for
one hour (or longer if necessary to obtain minimum weight), cool in a desic-
cator and weigh. Cover the crucible with a loose platinum plate. Heat 7
minutes with a Bunsen burner giving a 6 to 8 in. flame, the crucible being
supported 3 in. above the top of the burner tube and protected from outside
air currents by a cylindrical asbestos chimney 3 in, diameter. Cool in a
desiccator, remove the cover, and weigh. The loss in weight represents the
volatile matter.
In the V. S. Bureau of Mines practice a 1-gram sample of fine (60-
mesh) air-dried coal is heated to a temperature of 1750° F. in a plat-
inum crucible with a close-fitting cover for seven minutes over a No, 3
Ueker burner giving a flame 16 to IS cm. high. The crucible is placed
so that its bottom is 2 cm. above the top of the burner. To protect
the crucible from the effects of drafts it is surrounded by a sheet iron
chimney of special design. The loss in weight minus the weight of
moisture determined at 220° F. represents the volatile matter.
To ascertain the ash, expose the residue in the crucible to the blast
lamp until it is completely burned, using a stream of oxygen if desired to
hasten the process. The residue left is the ash.
The Bureau of Mines determines the ash in the residue from the mois-
ture determination. The moisture is determined by heating 1 gram
of the 60-mesh air-dried coal in a porcelain crucible for one hour at
220° F. in a constant temperature heating-oven. To determine the
ash, the crucible is heated slowly in a muffle furnace until the volatile
matter is driven off. Ignition in the muffle is continued at a tempera-
ture of 1380° F., with occasional stirring of the ash until all the par-
ticles of carbon have disappeared. The crucible is cooled in a desic-
cator, weighed, heated again for half an hour, and weighed again.
The process is repeated until the variation in weight between two
successive ignitions is 0.0005 gram or less.
The difference between the residue left after the expulsion of the volatile
matter and the ash is the fixed carbon.
To determine sulphur by Eschka's method, which is the one com-
monly used, a sample of 60-mesh coal weighing 1.3736 grams is mixed in a
30 cc. platinum crucible with about 2 grams of Eschka mixture (2 parts
light calcined magnesium oxide, 1 part anhydrous sodium carbonate) and
about 1 gram of the Eschka mixture is spread over it as a cover. The mixture
is carefully burned out over a gradually increasing alcohol or natural gas
flame. When all black particles are burned out the crucible is cooled, the con-
tents digested with hot water, filtered, washed, and the solution treated with
saturated bromine water and hydrochloric acid, boiled, and the sulphur pre-
cipitated as barium sulphate by adding a solution of barium chloride.
Ultimale Analysis of Coal. The apparatus required for ultimate analysis
consists of a mill and other apparatus for grinding and pulverizing the coal;
chemical scales sensitive to '/«■ of the amount weighed; drying apparatus;
combustion apparatus, embracing a combustion furnace, a glass combustion
tube one end of which is filled with copper oxide and chromate of lead and
the other end with a roll of oxidized copper gauze, a porcelain boat, a set of
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bulbs containing hjrdrate of potassium, a U-tube filled with chloride of
calcium, and a supply of pure oxygen and pure air; together with suitable
chemicals and chemical apparatus required for the various processes. The
elements to be determined are moisture, carbon, hydrogen, oxygen, sulphur,
nitTMcn, and ash.
The moisture is determined in the manner as pointed out above.
The carbon and hydrogen are obtained by the use of the combustion
apparatus. One-half gram of the pulverized oven-dried coal is placed in the
porcelain boat, which is introduced between the copper roll and the copper
oxide within the combustion tube. After the contents within have been thor-
oughly dried out by a sufficient preliminary heating aided by a current of
dry air, the furnace is set to work and the coal burned by first passing air
through the tube and finally oxygen, conducting the products of combustion
through the potash bulbs and the chloride of calcium tube. The carbon
dioxide produced by the combustion of the carbon is absorbed by the potash,
and the water formed by the combustion of hydrogen is taken up by the
chloride of calcium. The quantity of carbon is determined by weighing the
bnlbs before and after, thereby obtaining the weight of the carbon dioxide
produced, and then calculating the weight of carbon from the known compo-
sition of the dioxide. Likewise, the quantity of hydrogen is determined by
weighing the calcium tube before and after, which gives the amount of water
produced, and, dividing by 9, the amount of hydrogen.
Sulphur is found by the method described above under the heading
Proximate Analysis.
To determine nitrogen, a certain weight of coal is mixed with strong
sulphuric acid and permanganate of potash and heated until nearly colorless.
This process converts the nitrogen into ammonia and then into sulphate of
ammonia, and the amount of sulphate is determined by making the solution
alkaline and then distilling it The nitrogen is found by calculation from the
known composition of ammonia.
The ash is found by weighing the refuse left in the combustion boat
after the coat is completely burned.
The oxygen is the difference between the sum of the elements previously
determined and the original weight of coal.
The ultimate analysis of coal, as will be seen from the above descrip-
tion, requires the use of so much chemical apparatus, and at best it is so com-
plicated that it is not likely to be done except in a fully equipped chemical
laboratory. It should not be undertaken by one who is not entirely familiar
with all the details of the work.
Analysit of Liquid Fuels. The determination of carbon and hydrogen
in liquid fuels is made in the same manner as that concerning the solid fuels
above described, using special means for preventing loss in the various
processes on account of the volatile characteristics of the fuel.
To determine the sulphur, the oil or other liquid is heated with nitric
acid and barium chloride. The quantity of sulphate of barium thus produced
is ascertained by filtering and weighing, and the sulphur calculated from the
known com^sition of the compound.
The ullimate analysis of Ikjuid fuel, like that of coal, should be under-
taken only by a person familiar with all the necessary details.
Heat Value of Coal
'The heat value of coal is represented by the heat units liberated by
'■ perfect combustion and is usually expressed in British thermal units
per pound of fuel. This value can be approximated from either the proxi-
mate or ultimate analysis.
From its proximate analysis the B.t.u. value of one pound of coal is
given by Lucke as:
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B.tu. = 14.544 c + 27.000 w( -^ + OS )
CS7)
in which e and v are the [raciianal weights of fixed carbon and volatile,
respectively, in the coaL
From its ultimate analysis the B.tu. value of coal can be approximated
by the Dulong formula :
B.t.u. = 14,544 C + 62.028 ^W—-|-)+ MSfi S (58)
in which C is carbon, H is hydrogen. 0 is oxygen and S is sulphur, expressed
as the fractional part of one pound of coaL
Rg. 207. Heat Value of Coal by Proximate Analyiii.
Based on the proximate analysis of samples of coals, Wm. Kent has estab-
lished a relation between the heat value and the fixed carbon as well as the
volatile matter in the combustible, as shown in Fig. 207. The figures give a
useful approximation and are correct within the indicated limits.
Fig. 308. Heat Value of Coal by Ultimate Anoly^.
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A graphical method of determining the heat value of coal, developed by
(f, C, Siripe, is shown in Fig. 208. The diagram is based on the ultimate
analysis and corresponds with the formula by Dulong, given above. Knowing
the constituents of the coal from the ultimate analysis, connect the values on
the left-hand scale with the diagonals as shown by the dotted lines, and read
the results on the lower scales. The sum of the three determined values wilt
give the total approximate heat value of the coal.
Fig. 208 is for a coat containing 79.9 per cent carbon ; 4.98 per cent
hydrogen; 4.31 per cent oxygen; 1.8S per cent nitrogen; 1.13 per cent
sulphur ; 7i<3 per cent ash and 2.91 per cent moisture. The dotted-arrow
lines show that the carbon represents 11,660 B.t.u. ; the hydrogen, for the
oxygen content given, represents 2,750 B.t.u. ; and the sulphur represents
45 B.t.u. Adding these values gives 14,455 B.t.u. as the approximate heat
value of the coal.
A more direct and accurate method of determining the heat value of
coal ij by a fuel calorimeter of the "bomb" type. A sample of the coal is
burned in the bomb or combustion chamber, which is immersed in water. The
heat of combustion, transmitted to the water, raises its temperature and from
this rise the heat value of the coal is calculated.
Mahler Coal Calorimeter
T^HE Mahler coal calorimeter consists essentially of a strong cylindrical
■^ vessel having a capacity of about 800 cc, which is closed at the top
and filled with oxygen gas. under a pressure of 300 lb. per sq. in. A sample
of finely powdered coal which will pass through a 100-mesh sieve, weighing
about 1 gram, is placed in a pan suspended within the interior vessel pro-
vided with two electrodes through which an electric current from a battery
can be passed. The whole is immersed in an outer vessel containing about
Pig. 209. Mahler Bomb Calarimeter.
2500 grams of water, thoroughly stirred, the temperature of the water ob-
served, the coal set on fire by completing the electric circuit, the water
again stirred, and the temperature observed at intervals of half a minute
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until the thermometer ceases to rise. The difference between the initial
and final temperatures thus determined is corrected for radiation, the latter
being found by observing the rate at wbicb the temperature changes before
and after the coal is fired.
The weight of water contained in the outer vessel is added to the water
e<iuivalent of the apparatus, and the sum of the two is multiplied by the cor-
rected rise of temperature expressed in deg. cent. The heat generated in
burning the fuse wire, the heat due to the formation of aqueous nitric acid,
and that due to the combustion of sulphur to sulphuric acid, are subtracted
fiom this product. The remainder, divided by the weight of fuel expressed
in grams, is the heat of combustion expressed in gram-calories per gram.
This result is multiplied by 1,8 to convert to heat of combustion expressed
m B.tu. per lb. '
The correction for iron fuse wire is 1.6 calories per milligram. The
c acid, which is obtained by titrating the washings
a solution (0.0Q587 ^rams of NH. per cc) is 5
;. of the ammonia solution. The correction for sul-
s barium sulphate is 13 gram-
The sample used for the calorimeter test should be powdered and
air-dried at the temperature of the room. A duplicate sample should be taken
for the determination of the moisture in this air-dried coal by heating in a
drying oven to 220° F. for one hour (or longer. if necessary to obtain mini-
mum weight), cooling in a desiccator and weighing. The results obtained
on the calorimeter test should be corrected for the moisture thus found
and reported as being referred to dry coal.
Ash
A SH is a mechanical mixture of silicates, oxides and sulphates. The
^*- composition of ash in different coals is given in Table 69, due to
/. S. Cosgrove. The amount of ash in coals varies with the locality of the
mine, and for coal from the same district, with mining conditions. Depend-
ing on the kind and size of coal, the ash content is from 3 to 25 per cent.
The nominal amount of ash is that contained in the face sample of coal
taken from the seam proper ; this amount is usually increased by ash added
from the roof or bottom in the course of mining.
Table 69. Compotition of ConatituenU In Percentage of Total Aah.
S«iii-
BltnmiDou.
(■) (b>
ISrsiSS".'""''::
0.17
25.66
l.M
27.03
42.83
11.83
1.00
54.80
1.40
29.20
6.80
o.eo
2.10
1,00
7.50
0.10
47.30
1.20
34.60
9,80
0.40
2.50
2.10
17.40
28.90
16.20
18.10
8.60
13.30
10.00
1.80
5.30
8.20
0.40
53.20
1.00
26.00
15.80
0.70
1.60
0.30
11.40
12,60
Calcium Oxide (Lime)
Iroa Oxide (FeiO,)....
MasneAum Oxide
24.08
3.80
Sodium Oxide (NaiO)
Toul Ash, per cent . .
'■7;26 '
0.10
16,60
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Run of mtM and prepared sizes of coal made over a l^>in. screen can
be improved by removing the excess ash by hand. Impurities amounting
to 12 per cent have been taken out in this manner. It is advisable, therefore,
to wash, screen or hand-pick the impurities before shipping the coal.
According to L. J. Joffray, the washing of coal at the mine will reduce
the excess ash in screenings, so that the heat value approaches that of
lump bituminous, as shown by these figures :
Ash per cent. B.tu. per lb.
Dry or unwashed screenings „... 22.61 8.K>5
Washed screenings. _„ 14.0S 10,085
Lump 12.39 10.499
These are actual values and refer to coal taken from one mine in the
Central West.
The relation between ask eonlcnl and heal valve can be established for
any particular coaL fig. 210 has been determined by M. B. Smith on a
basis of 1800 samples of Hocking Valley slack coal. The samples came
from 20 different mines and were tested over a long period. It is staled that
the figures in the diagram agree, within 10 to 50 B.tu., with actual calo-
rimeter tests. The average proximate analysis of this coal is:
_ 52j60
34.20
13 20
I4p00
~
~
~
~
~
,
'
N
HOOO
s
58
S.1%000
S
\
V
s
s
s
S
0
0
5
3
0
29
At* if Ory Coa/, ^remt
Fig. 210. Relation between Heat and Ash Content.
ib. Google
The ei-at'oralton is related to ash content as shown in Fig. 211, due to
W. N. Polakov. With an increase of ash the evaporation falls, rapidly at
first and more slowly when the percentage is high. Large excess of air
and additional losses due to frequent cleaning accompany the use of coal
of high ash content.
4'
\
" c
i u V
c* ' >—
f .. C
' V
I J . .
1 '' c ^^
? .. i
^ ^
in A ^
S -o- t_ 1
f « ^
-.s
,.. -.^^ ^ _
11 ^s
s^
70 t— 1— 1 "^--^
Alh in Dry Coal, percent.
Clinker
/"^LINKER is formed by the mechanical adhesion of the particles of ash,
^^-' or by the fnsion of the ash to form slag. Some of the constituents of
ash act as alloys and form a fused mass of clinker known as "running
ashes," Clinker can be classified as "hard" and "soft" by these character-
Hard clinker is the result of the direct melting of the ash or some of
its components. When due to the fusing of the ash, the clinker will form
a large, hard cake. When due to the melting of some of the ash constit-
uents the clinker will be distributed throughout the ash in the form of small
ib. Google
ib.Google
hard chunks. Harii clinker hardens while in the ash on the grates. It is
usually the direct result of bad firing methods.
Soft clinker is not directly chargeable to poor firing, but poor firing
may start the formation and hasten the spread of clinker. Soft clinker is
caused by the slagging of the ash, that is, the silica of the ash combines
with the base having the lowest fusing temperature. After having formed,
the clinker continues to grow until the whole grate is covered. In appearance
it is not unlike hard clinker, having a crust on top although fluid beneath
the surface. Soft clinker varies in consistency from a thick paste to a
heavy oil ; the more fluid it is, the faster it spreads, remaining molten while
on the grate but hardening when the temperature is lowered.
Fusion of Ask. For the constituents of ash, the fusing temperatures (in
degrees Fahrenheit) are as follows :
Sulphur (S)...
....2840 Magnesium oxide (MgO).-.38S2
s (except sulphur) are higher than those found
All the fusing lemperatur
in a boiler furnace.
The effect of clinker is shown in Fig. 212, due to /. P. Sparrow. The
tests were made on boilers equipped with standard stokers. The efficiency
remained constant up to 2335 degrees. Above this the efficiency increased
rapidly with a small rise in temperature, but beyond 2475 deg., the efficiency
remained constant up to 2900 degrees. The critical point of ash-fusion is
between 2400 and 2S0O degrees. If the ash-fusion temperatures are balow
2400 deg., the coals are classed as clinkering, and if above 2500 deg?, as
non-cltnkerin^. The standard ash-fusion temperature is taken as 2450 deg..
with a variation of 50 deg. plus or minus.
^^D
0
il
o
r"
/
o
■
/
" ^
o
£
/
1
J"
/
/
"1201) 2100 1400
Ath Fusion Tempcrafi
Z700
deg. Fshr.
Fig. 311. Effect of CUnker on BfRdency.
The clinkering behavior of coal is indicated in Table 70, due to L. J.
Joffray, which gives results from bumtRE tests. The coals with non-dinkering
ash listed in the table were low in sulphur and in lime, and did not clinker
at 2900 deg. in a dazzling white fire. The ash in the clinkcring coals fused
at a temperature of 2200 deg., because the sulphur and lime content were
ib. Google
high in proportion to the silica, alumina, and the iron oidde. Stilplinr
content alone does not indicate that the coal may clinker, although with
normal ash content and 4 per cent or more sulphur, the coals listed have
such a tendency.
Table 70. Aah Behavior of Coal from I1Uq<^ and Indiana Mine*.
T«(
A<hta
DryCo^.
PWMlt.
SuMutf.
par not.
>r
CUnkw
Color of A*k
1 9.63
2 10.30
3 10.00
0.64 ' 12,325
1.30 1 12,136
1 . 19 1 12.368
No White
No 1 White
No 1 Light Gray
4
5
S
12.73
11.80
13.85
2.96
4.43
4.02
12.389
11,768
11.842
Ye.
Slightly
Reddish Gray
Reddbh Gray
Reddish Gray
7 1 12.80
8 17.96
9 ' 8.48
10 ] 12.49
4.52
4.58
1.47
4.50
11,693
11.124
12,251
11,921
Y«,
Ves
No
Yes
Reddish Gray
Reddish Gny
White
Dark Gray
Investigations of the Bureau of Minct on the fusibility of ash have
been compiled in Table 71. The softening temperatures represent the
average point of fusion. In making the tests, the ash samples were molded
into solid triangular pyramids ^-in. high and ii'isi. along (he base. These
were mounted in a vertical position and fused down to a spherical lump.
The values thus obtained in the laboratory are said to be comparable witti
those obtained in the actual boiler furnace.
The softening temperatures in Table 71 vary from 1900 to 3100 degrees.
Above 2400 deg., little trouble should be experienced from clinkering. The
temperatures have been grouped into three classes, as follows: (1) Refrac-
tory ashes softening above ^00 deg. (2) Ashes of medium fusibility, soft-
ening between 2200 and 2600 deg. (3) Easily fusible ash, softening below
2200 deg. The coals of high softening temperatures are from the lower or
older beds. The bituminous fields of Pennsylvania, however, give a more
refractory ash than similar beds in West Virginia. The ash from the anthra-
cite districts is very refractory and the softening temperatures are usually
above 3000 degrees.
The softening or fusing temperature of ash is a measure of its clink-
ering qualities, although seldom included in coal specifications. This is
undoubtedly due to the many difficulties surrounding the temperature deter-
mmation. and to the fact that no definition of melting temperature has been
accepted as standard.
Clinkering in boiler furnaces is due to thick or heavy fires, excessive
stirring of fuel beds, live coals in ashpit, too much slack in the coal,
closed ashpit doors, or to the admission of pre-heated air under grates.
With thick fires the air supply is decreased, so that the ash becomes
heated. In an atmosphere furnishing oxygen, the melting point of ash is
higher than if it is heated in a reducing atmosphere. A considerable thick-
ness of ash is mixed with the burning coal in the thick fuel bed, and on
account of the lower air velocity, a reducing zone exists near the grate.
In the thin (ire the reducing zone is confined to the last inch or two, at the
top, where the few ash partides are separated and cannot fuse into clinker.
ib. Google
Table 71.
FiwiUlity of Aoh from the Co«U of the United State*.
ALABAMA
P«ro«ntia
LocMteD ud B>d
¥
Dry Cod
Luotkai ■Bd IM
^Sr ;i
.A.
ot
of
Sulphur
Black Cieek
2^0 3.31
2.3S0 8.68
2,250 4.35
2,240 6.M
2.460 11.61
2,430 S.91
2,690 9,81
2,120 7.45
2,830 9.90
0.83
1.06
I.IG
0.73
1.67
0.46
0.67
2.80
0.74
Maykne
Montevailo
Nickel Plate
2,350
3,330
2.620
2,430
2.230
2.340
2.370
3,130
8.29
7.24
4.73
5.49
8.85
7.45
13.90
8-62
0.4S
CoalCily
0.75
HarkDMH
Upper Straven. ,
YeflowCrwk....
Youi^blood
0.52
j^on;.;.;::;
MmryUt
I. OS
Hartahorne. .
No. 1 Bed , . .
No. 2 Bed. . .
No. 6 Bed...
No. 3 Bed...
No. 4 Bed...
No. 6 Bed...
Bevier
Cherokee
2,lia 11.74
9.97
10.84
2,120 9.80 2.99
KKNTUCKY
No. 6 Bed
No. 9 Bed
No. to Bed
No. 11 Bed
No. 12 Bed
Alum
EUdwrn....
FuvClay...
Flag
Ibrian
Hazard
2.97 Jellico
3,67 Kelliota......
4. 18 Lower Boiling.
4.08 Lower H«nite
2.3U LowerStandiford
O.ei Mason
0.68 Miller Creek...
0.82 Poplar Lick....
0,83 Raw)
0.85 Straight Creek.
0.79 ThacTrer
1.07| Upper Hance. . .
U .
ib. Google
¥
STcU?
Lontlvo ud B«l
a,^,^ DfT(iu
LotrtloD ud B«d
^
Sulpbu
X^ ^
or
BakerMown
Btuebaugh
Bnuh Cnxk. . . .
3.560
2.770
2,470
2.2S0
2,410
2,140
2.490
3.010
2,1«0
10.26
12.09
9.61
9.61
8.48
12.16
8.23
7.96
20.51
1.70
1.03
1.26
2.42
1.36
3.33
1.22
1.18
4.11
Lower Kituning.
Mercer
Pittrf>ursh
Quakertown
Split-Six
Upper Freeport..
Upper Kittaning.
Upper Scwickky.
2.440 10.76
2,020 18.14
2,930 7.67
3.010 17.x
2.220 12 Ai
2,600 10.72
3,010 9.60
2,840 6.06
2.410 13.76
2.26
3.28
1.03
Franklin
Gallitzen
Grantsville
Uttle Pittsburgh
Lower Freeport. .
2.66
2-08
0.86
1.00
2.58
Bevier
Cainaville
Cherokee
LexinKton
Lower Richhill
Lower- Wdr-
Pittrinirgh
Mulberry
Milky
Richhill
Tebo
Waveriy
1.940
10.78
1.9ff
14.5*
1,941
U.K
1.971
15.4^
2,041
11.64
2,020
17.43
4.45
3.18
S.25
6.12
4.66
8.29
^Mahoning. . .
Meigs Creek,
Middle Kittaning
2.120
2.280
2,120
2.040
2.330
2.450
9.56
0 24
6.69
13.02
Pittsburgh
2.210
8.47
Uniontown
16. iq
Upper rreeport..
Wayn«£urg
2.280
2,520
8.4a
21.90^
2.400
15.92^
Henryetta . . ,
Lehi^ Coal.
Lower Hart-
McAllister. . .
8.05
8.08
11.46
McCurtain.
Pananui
Stigler
Upper Hart'
PENNSYLVANIA (]
Bl0«B
Broakville
Fuhon
Little Pittaburgh.
Lower Freeport. .
Lower Kittaning.
Middle Kittaning
Pittsburgh
Upper Freeport. .
Upper Kittaning.
1.43
2.13
2.16
ib. Google
Table 71. PurilMlity of Ash from the Cool* of the United States— Cont.
^^S^"
Sotfa-
^^^?
A
^
^
.4^
East Schuylkill..
Hazelton
Pitt9ton
Plymouth
2.990
2.960
3.010
3.010
n.19
14.50
6.08
12.52
0.84
Scranton
Shamokin
West Schuylkill..
3,010
2,960
2.730
3.010
12.39
16.59
18.0?
13,17
0,79
0.90
0.82
0.78
TENNESSEE
No. 4 Bed...
No. 10 Bed...
Angel
Battle Creek. .
BillyKoat
Blue Gem
Bon Air No. 2.
Caatle Rock...
Coal Creek.'. . !
Frozen Head . .
Grassy Ridge ,
m^.'.'.'.'.'.'..
Kelly"-'.."!!!
Lower Dean...
Mingo
2.220 9.08
2,150 11.42
6.80
10.27
10.78
7.11
2.320
2,63r
2.3401 3.69
Monarch
Morgan Spring,
Mud Slip
OldEagie.'.'.!!!
Old Etna
Paint Rock...
Poplar Lick. . . .
Red Ash
Rex Bed
Richland
Rich Mountain
Sandstone Part-
ing
Soddy. ..".!!!!!
Upper Dean —
WaUon Ridge..
1.16
2.29
0.92
No. 4 Bed. .
Big Bed
Big A., No. 2..
BigTownhitl...
"C' Bed
Clintwood
Duncan
Glamorgan
Imboden
Jawbone
Kennedy
Laree Bed
Little Townhill.
I 2,180{ 6.68
2,42q 17.73
2,420 19.89
2,32ffl 6.34
2,240 11.84
2.210 10.26
2.67(H 3.26
" ' 6.65
6.86
2.420 11.47
19.86
, 7.95
i 20.19
8.40
Little Bed
Lower Banner. . .
Lower Btnling...
Meadow
Milner
Mohawk
Pardee
Pocahontas No.3
Pocahontas No.5
Red Ash
Splash Dam
Upper
Upper Banner.. .
3.010
2.2S0
2.72C
2,480
2,240
3,010
2,720
3,010
2,420
8.74
12,92
5,89
3,4,9
8,04
4,26
5,19
6-96
42,98
6.77
29,72
6.43
0,49
0.72
1.12
0.64
0,34
0.65
0,38
0.67
ib. Google
Table 71. FiuiUlity of A*h from the Coala of the United Statea — Cont.
3ott— I»vCo.l
LoaUoDiBdBod
Soft— D^cU?
LowUon ud Bad
SolphOT
€^ A
of
S«lpbar
No.2Gaa.
2,760 5.86
2,800 4.76
2,610 6.83
2.960 8.80
2,940 4.40
2,540 6-60
2,090 984
2,660 7.64
2,160 6.62
2,110 10.93
2.170 7.20
0.88
0.65
1.07
0.76
0.77
0.84
3.14
1.76
4:06
2.24
Pocahontas No. 3
Pocahontas No. 4
Pocahontas No. 5
Pocahontas No. 6
Redstone
Sewell
Sewickley
Winifrede
3,440 4.70
2,480 6.31
2.700 6.23
2,400 2.88.
2.120 6.96
2,560 3.93
2,080 9.51
2,190 6. 17
2.840 7.41
2,970 8.44
0.59
Cedar Grove....
Coalburg
Eagle.
0^70
Fire Creek
Lower r recport. .
Lower KitUning.
Mahoning
Middle Kittaning
0.72
3.99
1.97
0.62
0.S3
Avoiding Clinker. The following suggestions are offered by the Btireau
Use thin fires and keep the fuel bed level by placing fresh coal on thin
spots. Do not level fire wilh rake or stir it with splice bar.
Fire coal in small charges, especially if it contains much slack. This will
prevent crust formation and the need of breaking it.
Do not bum coal in the ashpit. Keep water in tight ashpits, otherwise
blow in steam. In heating and decomposing, the steam will absorb heat as it
passes through the grate, ash and fuel bed.
Keep the ashpit doors open and regulate the draft by dampers.
When the coal contains clinkering ash, an increase of the' draft, states
L. J. Joffray, gives better combustion and reduces the slag. The air added
through the fire keeps the temperature of the ash below the fusing point.
Should clinkering continue, relief can be had, according to L. Rankin, by
spreading over the grate a few shovelfuls of limestone crushed to the siie
of a walnut ; this should be done when the fire is banked or after it is
cleaned. More heat may be lost by the frequent cleaning of the lire than
because of its clinkering, especially with coals that fu^c into large masses.
Frequently the combustion is almost entirety stopped while the clinker is
being removed.
StoraEC of Coal
COAL in a compact or solid mass, has the following approximate weights
per cubic foot of space occupied: Anthracite, 85 to 9S lb.; bituminous,
70 to 80 lb. ; lignite. 65 to 75 lb. Peat weighs between 25 and 35 lb., while
briquetted fuel weighs 40 to 45 lb. per cubic foot. Table 72 gives the approxi-
mate weights of coals in storage.
The variation in weight of different grades of coal is not due solely to
the specific gravity of the solid coal. The quantity of surface moisture, the
proportions of coarse and fine coal, and the amount of sliaking or settling
also influence its weight as delivered or as stored. Coals of high fixed carbon
are relatively heavy, while increased ash content lowers the weight per cubic
foot The younger coals and those of high moisture content are relatively
of low weight.
ib. Google
Table 72.
Approximate Weights
of Coali.
NUM
N«-
Ut./ea.lt.
Cb-IWIob
LkVca-K.
Cu.<Wtan
Broken
70
65
60
65
28
31
33
36
fc:::::;;:
Slack
Run of mine . , .
60
66
60
45
f.
Bucki^heat
«
Deterioration in Storage
/'^AL nrdergoea a change in heat value and weight due to weathering
^1—' when stored in the open, indoors or under water. Usually the volume
and sometimes the weight is increased. Coal stored under fresh or salt water
may retain from 2 to 12 per cent moisture, but its heat value is practically
unchanged. Exposure of coal to the air. cither in the open or under cover,
reduces its heat value. The quantity of carbon and disposable hydrc^en is
diminished, while the quantity of oxygen and in disposable hydrogen is
increased.
Extensive experiments by 5. IV. Parr on Illinois coal showed that the
most rapid loss in heat value occurred during the first ten days. After this
the rate of loss diminished, although the loss continued indefinitely. The
total loss in the open was substantially the same as in covered bins, ranging
from 1 to 3 per cent after exposure for one year.
Fine coal suffers a greater loss in heat value than do the larger sizes.
The loss of volatile matter is negligible in its effect on heat value. After
being exposed to air for one year. West Virginia slack lost less than 1 per
cent in heat value; run-of-mine only O.S per cent; Pittsburgh run-of-minc
0.4 per cent ; and Wyoming sub-bituminous about 3,5 per cent This last
coal deteriorated 5.3 per cent in heat value after an exposure to air for 2^
years.
Coal in transit will lose in heat value because of oxidation of its new
surface after mining. The loss increases with the hydrogen content, ranging
from 0.1 per cent for semi -bituminous to 1.3 per cent for sub-bituminous
and lignite.
Spontaneous Combustion of Coal
IN the storage of coal, spontaneous combustion must be provided against.
Anthracite coal is not subject to spontaneous combustion and can be
safely stored in any quantity. Soft coal may ignite and disintegrate unless
stored under water.
Spontaneous combustion of coal is due to slow oxidation in an air supply
sufficient to support the oxidation, but insufficient to carry away all the heat
formed. The friability of the coal, or its tendency to break up into iinc
particles and dust, as well as its chemical nature, are the major causes of
spontaneous combustion.
Dust and small sizes of coal are dangerous in a coal pile containing
larger-sized coat, because the resultant openings permit the flow of a mod-
erate amount of air to the interior. The amount of volatile matter in the
coal does not of itself increase the liability to spontaneous heating, and
there is no assurance of safety in the storage of low volatile or smokeless
coals. Pittsburgh run-of-mine has shown a greater tendency to spontaneous
ib. Google
nnance BuUding, Philadelpbia, Pa., equipped with Heine BeUen.
D,slz.:liyGOOglC
combustion than have high volatile gas coals. Western coals with a high
amount of volatile are usually liable, but this is due particularly to (he high
ox^en content Such coals become heated readily t^ oxidation faster
than the heat can be dissipated.
The iniluence of moisture and sulphur on spontaneous combustion has
not been definitely determined. The Bureau of Mines has not found a single
instance of moisture causing heating, although laboratory tests by Riehter
ihow that moist coal oxidizes rapidly. While there are no conclusive data on
the action of sulphur, experiments indicate that it is only a minor factor.
According to the Bureau of Mines, the following precautions should be
observed in storing coal :
1. Do not pile in cones; pile evenly not over 12 ft, and so that
any point in the interior will not be over 10 ft. from an air cooled
2. If possible, store oijly screened nut coal.
3. Keep out the dust as much as possible by reducing the handling
I that lump and fine sizes are distributed evenly, not
allowing lumps to roll to the bottom and form air passages.
5. Rehandle and screen after two months.
6. Do not store near outside heat sources, even though moderate
7. After mining, allow six weeks' seasoning before storing.
8. Avoid alternate wetting and drying.
9. Prevent air reaching the interior of the pile by avoiding inter-
stices around timbers and brick work, or through porous bottoms,
such as coarse cinders.
10. Do not attempt to ventilate with pipes as they may do more
harm than good.
In practice coal that has been stored six to eight weeks and has even
become heated will seldom again heat spontaneously if rehandled and thor-
oughly cooled by the air.
The drenching of the coal pile will not extinguish a fire, because the
crust that forms over the fire prevents the water from reaching it It is
necessary to remove the coal from around the burning part Euid to spread
out the coal before water can be used with effect
Briquets
COAL dust, culm, slack and similar waste due to mining of the coals
and low grade fuels unsuitable for transportation can be used as fuel
by briquetting or pressing into solid blocks. Domestic experiments and the
experience of foreign manufacturers indicate that briquetting increases the
commercial value of low grade coals sufficiently to more than cover the
cost of production.
Undoubtedly on account of the low cost, briquetted fuel is used in
European countries. In the United States, the difference In cost between
steam sizes and slack is small and the cost of manufacturing the briquetted
fuel is high, so that its use is limited to locomotive furnaces and to house
heaters or stoves. However, tests by the U. S. Geological Survey with
briquetted coal in hand-fired furnaces of Heine Boilers have repeatedly
shown satisfactory economy, with no smoke.
Briquets are generally machine made. Coal dust and small pieces of
coal are mixed with a binding substance to hold the particles together, are
heated, and are subjected to heavy pressure in molds. The fuel material
is sometimes mixed with clay, rolled into balls by hand, and then air-dried.
They are made in shapes and sizes. Fig. 213, weighing from I oz. to sev-
eral pounds. Rectangular briquets measuring 6>j by S]/i by A]6 in. and
having rounded comers, weigh about 7 pounds. Smaller briquets, of 6^4 by
4i4 by 2^4 in, weigh about 4 lb. each.
ib. Google
12 3 4 5 6 7
Fig- 3 13. Different Stylet, Shape* and Sizes of Coal Briquets.
As the coal resources of the countnr diminish, the economic importance
of briquetted fuel will be better realized. Further development should
also lead to methods for the recovery of valuable by-products from the
coals used in making briquets.
The size and shape of a briquet determine the extent of its use. Heavy
rectangular blocks are convenient for storage. According to /, E. Mills,
the French Navy estimates the weight of briquets that can be stored in a
given space as 10 per cent more (han that of lump coal. The British
Admiralty reports a gain as high as 20 per cent. To hasten combustion large
briquets are broken up when fed into the furnace.
Stored briquets are not subject to spontaneous combustion or to notice-
able weathering due to exposure. Briquets not over 2 lb. in weight are
favored abroad. The most common forms are prismatic with round edges
or ovoid shapes. These briquets are easily handled, cause little dust and
minimum breakage. The rounded edges permit good air circulation and
therefore thorough combustion.
The properties of briquetted fuel depend largely upon the grade and
amount of binder used with the coal mixture. The most common binder
used, states C. L. Wright, is a pitch made either from coal tar or water-gas
tar, although starch, lime and sulphite liquor are sometimes used.
With the correct binder smokeless combustion can be expected. Other
advantages of this fuel are regularity in size, uniform condition of fuel-bed,
no etinker, minimum attention to ^res, high heating value, high rates of
combustion, small loss from breakage, and tittle weathering.
Anthracite briquets have been made from coal dust mixed with dry pitch.
According to E. F. Loiseau, the pitch represents 10 per cent of the bulk of
the briquet and is prepared from tar at 572 deg. by separating the volatile
The fuel mixture is continuously heated by steam so
ib. Google
as to maintain a temperature of 212 deg,, at which the pitch acts as a binder.
It is then passed between rollers made of semi-oval molds, in which the
briquets are formed. The pressed fuel, about the size of an egg, drops on
to a belt conveyor; this carries it to a screen in eight minutes, the briquets
then being cool enough for handling and delivery.
Carbocoal briquets are made in sizes ranging from 1 to 5 oz. and repre-
sent about 72 per cent of the raw coal. As described by C. T, Malcolnuon,
the raw coal is first crushed and then distilled at a temperature of about 90O
deg,, yielding gas, tar and "semi-carbocoal," which is rich in carbon. Pitch
obtained from the tar is then mixed with the semi-carbocoal and formed into
briquets. These are in turn distilled at a temperature of about 1800 deg.,
resulting in the recovery of additional coal-tar products and the production
of the carbocoal fuel. The fuel is dense, uniform in size and quality, and of
grayish black color. Analysis shows from 1 to 3 per cent moisture ; 0.75 to
3.S per cent volatile matter ; 82 to 90 per cent fixed carbon and 7 to 12 per
cent ash. It is said that carbocoal requires no greater draft than bituminous
Lignite briquets can be made without a binding material, according to
the Bureau of Mines, Lignite briquets burnt in furnaces of steam boilers have
proved equal to good Middle West bituminous coal. They will endure
handling and resist weathering better than raw lignite, and manual labor is
not required from the time the lignite is loaded into die mine car until the
briquets are delivered to the consumer.
The lignite after mining is crushed and screened and then dried to re-
duce the high moisture content. Closed conveyors carry the powdered
lignite to hoppers that feed the molds, where it is subjected to a pressure
of about 20,0(X) lb. per sq. in. The heat developed during compression
liberates the tarry matter from the material and cements the fuel.
Lignite yields gas, ammonia, oils and tar on carbonizing. The residue
can be made into briquets by the addition of a binding material. In one
plant, states /, B. C. Kershaw, the ovens or retorts take a 10-ton charge of
lignite and heat it for two hours at about 900 deg. The yield of by-producti
at this temperature include 10,000 cu. ft. of gas, 13 gal. of tar oil, and 2.5 lb.
of ammonium sulphate per ton of lignite. After the distillation is completed
the residue is mixed with pitch and other binders to form the briquets.
Analysis of these lignite briquets shows 1.34 per cent moisture; 7.6 per cent
volatile matter ; 84.04 per cent fixed carbon ; 7.02 per cent ash, and a heat
value of 14,000 B.t.u. per pound.
Peal briquets are possible commercial fuel for steam boilers. The peat
used abroad as a domestic fuel is not as rich in combined nitrogen as the
peat of the United States. By gasification the latter will yield ammonia, tar
and other chemical compounds of value.
Peat produces a large amount of gas of good quality when consumed
in a gas producer. The gas can be used in engines or for the firing of boil-
ers. With by-product gas producers, sufficient ammonia can be recovered
to pay for most of the operating costs, so that the gas and power it furnishes
are practically free.
Technical success, says F. P. Coffin, has been attained by several pro-
cesses but commercial success in peat manufacture has not yet been demon-
strated. Of the several plants that have at times operated in the United
States, one uses a centrifugal pump for removing the peat from its bed.
According to Wm. Kent, the pump discharges into storage bins, and after
some of the water in the peat has drained away, the material is further
dried by exhaust steam and stack gases. When dry, the peat is reduced
to powder, and conveyed to a press where it is compressed into regularly
shaped blocks. The briquetled peat is clean and withstands handling as
well as transportation.
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Solid Fueis Other Than Coal
yV/OOD fuel consists ai sawdust, shavings or other refuse (troduced in
'" quantity, as in wood- working plants and saw mills. Cord wood is
used to a limited extent, when timber is plentiful and other fuels expensive.
Wood, of course, is used in starting coal fires.
Table 73. Weights and Comporitions of Air-Dried Wood*.
Wood
IJ>.p<.r
eo-RT
Y-^
C
H.
0.
N
Adi
B.tD.
p-rlb.
Ash
Beech
Bin*
Elm
46
43
45
35
3,620
3,250
2,880
2,350
49.18
49.36
50.20
48.99
6.27
6.01
6.20
6.20
43.91
42.60
41,62
44.25
0.07
0.91
1.15
0.06
0.57
1.06
0.81
0.50
5,420
5,400
6,680
6,400
Oak
Kne
Poplar
Willow
52
30
36
25
3,850
2.000
2,130
1,920
49.64
50.31
49.37
49.96
6.92
6.20
6.21
5.96
41.16
43.08
41.60
39.56
1.29
0.04
0.96
0.96
1.97
0.37
1.86
3.37
5.480
5,700
6.660
6,830
Freshly cut wood contains about 45 pet cent of water by weight. After
air-drying the moisture content is 15 to 25 per cent The average heat value
of dry wood is about 770O B.t.u. per pound. The weights and com-
positions of air-dried wood are given in Table 73. As fuel, 1 lb. of
wood is assumed to equal 0.40 tb. of coal, or 1 lb. of coal equals I'/i lb. of
wood. Measuring in bulk, 2 cords of wood are considered the equal of 1 ton
of CcraL Sometimes 1 lb. of wood is said to give an evaporation of 6 lb. of
water from and at 212 deg., which represents a heat value of 5794 B.tu.
per pound. By weight, shavings, sawdust and refuse lumber have the same
heat value as the original wood.
Charcoal is made by heating wood in a closed vessel. Distillation begins
at about 400 deg., leaving a residue of common black charcoal. Other grades
of charcoal are obtained at higher carbonizing temperatures. The wood
melts, and at about 620 deg. yields a mass similar to soft coal coke. At
temperatures over 2000 deg. a blade dense solid charcoal is formed.
Wood will yield about 18 per cent charcoal and 82 per cent volatile matter
hj weight at high temperature, and 68 per cent charcoal and 32 per cent
volatile at low temperature. The carbon content varies then from 85 to 55
per cent. The heat value is generally about 11,000 B.Lu. per pound. Char-
coal absorbs moisture rapidly up to 15 per cent It is seldom used in boiler
practice except when it is a by-product, as in the manufacture of wood alcohol
or turpentine.
Coke is the solid substance remaining after coals are distilled in retorts
or partl]^ burned in ovens. The bituminous coals are used extensively, al-
though Ignite and peat offer commercial possibilities. In gas retorts, a large
yield of gas of high illuminating value is desired, so that the coke is a by-
product. In beehive coke ovens high-grade coke is produced for use in
metallurgical processes. In by-product coke-ovens, good coke, a large coke
yield or else gas and chemical by-products may be desired. The coke
yield varies between 35 to 90 per cent of the weight of coal. Cokes are
generally rough and may be dense and soft, or porous and hard. The color
varies from silvery, light gray to dark gray and black. They readily
attract and retain moisture and if not properly protected may contain 20
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per cent by weight. Coke bums without flame or smoke and makes an in-
tense fire when forced. The heat value is between 12,000 and 14,000 B.t.u.
per pound. Analysis gives an average of 1.3 per cent volatile matter; 88 per
cent fixed carbon; 0^ per cent sulphur; 1.5 per cent moisture; and 8.4
per cent ash. The average weight of solid coke is about 45 lb. per cubic
foot. Heaped coke weighs about 30 lb. per cubic foot, or 75 cubic feet to
the long ton. Coke generally costs as much as coal, so that it is not used
to any extent as a boiler fuel.
Coke hrette consists of the fine particles left when the coke is drawn
from the ovens, or of the screenings from coke prepared for blast furnaces.
It represents about 2 to ZYi per cent of the coal originally used in the coking
process. Generally, it is considered as waste, but by burning coke breeze
under boilers, its fuel value can be utilized.
Corn has been used a^ fuel when the crop was plentiful and the price
low. At 15 cents a bushel corn would be as cheap a fuel as coal at about
$8 per ton. It is sometimes used as an emergency fuel in grain-growing
localities. Boiler tests by C. R. Richards showed thai bituminous coal gave
1.9 times as much heat per pound as corn on account of the difference in
heat value of the fuels. Calorimeter tests place the heat value of corn and
cob at about 8000 B.t.u. per pound, the cob alone at 7500 B.t.u., and dry
corn at 9000 B.tu. Corn weighs about 56 lb. per bushel.
Straw, used in some localities as fuel, consists of the stems or stalks of
grain. Its composition is about 36 per cent carbon ; S per cent hydrogen :
38 per cent oxygen; 0,5 per cent nitrogen; 15.75 per cent moisture; and 4.75
per cent ash, which gives a heat value of 5411 B.t.u. per pound. Dry straw
will average from 56O0 to 6700 B.t.u. per pound. Straw when compressed
weighs about 7 lb. per cubic foot.
Tan bark is the fibrous portion, known as spent tan, which is left from
ground bark employed as a leather tanning agent. The raw bark is usually
air-dried oak or hemlock but in the process it absorbs sufficient moisture to
make the spent tan weigh more than twice the raw material, two-thirds of
Ibis weight being water. The waste heat of the chimney gases can be used
for drying the fuel.
Fig. 214 gives heat values of tan bark for different moisture contents,
derived from Table 74. The net heat value cannot be measured directly, so
that the total calorific value should be determined by combustion In a fuel
calorimeter. At best, the useful heat of a liquid, gaseous or wet fuel, can be
determined only approximately, for it involves the ultimate analysis and
assumptions depending upon operating conditions.
Table 74. Calorific Value of Tan Bark with varioua Percentagea of Moisture.
B.t.u.
LoMH ol BtiDt dua to
NeCHeaC
VllH,
B.t.n.
^?ss:-
"V^ar-
M<4Mim Wm
Tin.
MoMure
Bin Fuel
HotlncAir
^.
0.20
0.30
0.40
6,336
5,544
4,752
261
392
522
564
493
423
1,446
1,266
1,085
4,065
3,393
2,772
64.2
61.2
57.3
4.19
3.50
2.81
0.50
0.60
0,70
0.60
3,960
3,16S
2,376
1,584
653
784
914
1,045
352
282
211
141
904
723
542
362
2,051
1,379
709
36
51.8
43.5
29.8
2.5
Z.ll
1.42
0.73
0.03
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Mfiiturt in FuH, Ptrfnt
Fig. 214. Heat Value of Tan Bark.
Dry tan bark consists of about 50 per cent carbon ; 6 per cent hydrogen ;
40 per cent nitrogen ; and 4 per cent ash, giving a heat value of 8000 B.t.u.
per pound. Dry tan bark with 15 per cent ash has a heat value of about
6100 B.t.u.; and with 1.5 per cent ash, about 9OO0 B.t.it. per pound. Wet
tan bark, as used for boiler firing, has a heal value of about 5S0O B.t.u.
per pound with 30 per cent moisture; and 3500 B.t.u. with GO per cent
moisture. An evaporation from and at 212 deg. of 2 to 3 !b. of water
per pound of wet fuel can be expected in specially designed furnaces.
Bagasse, or megass, that part of the sugar cane remaining after the ex-
traction of the juice, is widely used as fuel for boilers on sugar plantations.
The refuse resulting from the treatment of ihc raw cane by the sugar mill
rolls is known as "mill bagasse," while the product remaining after a series
of soaking processes of the raw chopped cane is known as "diffusion bagasse,"
The fuel value of baga:ise depends upon the amount of woody fiber it
contains and upon the amount of combustible matter, such as sucrose,
glucose and gum, retained in the liquid. Louisiana bagasse, according to
E. C. Freeland, consists of about 40 per cent fibre, 7 per cent sucrose and
otiier constituents, the remaining 53 per cent being water. Bagasse obtained
from tropical cane, according to L. A, Becucl, contains 37 to 45 per cent
woody fiber ; 9 to 10 per cent combustible ; and 46 to 53 per cent water.
The composition of dry bagasse ranges between 43 and 47 per cent carbon ;
5.4 and 6.6 per cent hydrogen; 45 and 49 per cent oxygen; and 5 and 3
per cent ash. Its average heat value as determined by test is 8300 B.t.u.
per pound. Owing to the usual moisture content of the fuel as fired, its
heat value then is only 4000 B.t.u. or less. One pound of the fuel will
evaporate about 2 to 3 lb. of water from and at 212 deg. By utilizing
waste gases and drying the bagasse before firing, better results can be ob-
tained. The fuel yield from sugar cane can be taken as 25 per cenL One
ton of cane as ground will therefore give 500 lb. or more of wet bagasse.
Table 75 gives the calorific values of diffusion bagasse of varying per-
centages of moisture.
Table 76 gives the calorific value of one pound of mill bagasse at dif-
ferent extractions, based upon a cane of 10 per cent fiber and juice of 15
per cent total solids.
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Table 75. Fad Value* of One Pound of DiffuMon Bagaue at Various
Degrees of Mmsture.
■"^'is"-
H«t Dmrdoped per
B.t.u.
Number at Poancb
of Bunma
Egulvklut to
1 1£. of C«l of
14,000 B-tu.
0
20
30
8.325
6,660
5,827
8,325
6,420
51468
1.68
2.18
2.56
40
50
60
4,995
4,162
3,330
4,516
3.563
2,611
3.10
3.93
5.41
70
75
2,497
2,081
1,658
1,183
8,44
11-90
Table 76. Fud Values of One Pound of Hill Bagaaae at different Extrac-
tions upon Cane of 10 per cent Fiber and Juice of 15 per cent Total Solids.
Heat Value of Wet Fuels
""PHE useful heat liberated hy fuels tired wet is lower than the total heat
■^ value determined by calonmeter tests. The calorific power, as fired, o(
green wood, tan bark and bagasse, is termed the gross heat value. By de-
ducting from this gross value the heat required to evaporate the moisture
and raise it to the tetnperature of the gases leaving the boiler, the net heat
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Fib- 315. Heat Value of BagasM.
value absorbed by the boiler water is obtained. Therefore, a dry sample
having a total of 7000 B.t.u. per pound by calorimeter test will have a gross
heat value of 5600 B.t.u. per pound, if it contains ^ per cent moisture.
To compute the net heat value of wet fuels, the following formul.i can
be used:
hj.= (9 If + IV) X 1(212 — t) +9721 + [0.48 ft, — 212) ] (59)
in which ft. /. is the B.t.u. lost per pound; H is the hydrogen conlenl; {■'.'
the water; t and (■ ace the temperatures of the air supply and the chimney
gases. The result is the heat lost in the superheated steam formed by the
combustion of the hydrogen and from the water in the wet fuel.
If green wood contains 6 per cent hydrogen and 24 per cent water as
fired, and the air supplied for combustion is at 72 deg., resulting in a stack
temperature of 462 deg,, the loss is:
(9 X 0,06 + 0.24) X [ (212 — 72) + 972] + (0.48 (462 — 212) ] = 987 B.t.u.
Assume that this wood sample has a heat value of 6987 B.t.u. by calorimeter
test. The net heat value is found by deducting the loss due to hydrogen and
water, which gives 6000 B.t.u. per pound for steaming purposes.
Liqtiid Fuels
FUEL oil consists practically of petroleum or of its residue after the more
volatile oils have been removed. The petroleum or crude oil is a
viscous mineral oil varying in color from light brown through shades of
green to black. The specific gravity is generally belween 0.80 and 0.98,
corresponding to 45 and 12 deg. Baume, respectively.
Fuel oil at 10 deg. Baume has a specific gravity of 1.00, the same as that
of water. The gravity of oil is usually measured on the Baume scale. This
can be converted by the following Bureau of Standards formula, for liquids
lighter than water :
,. .. ^ . 140 (60)
Specific Gravity = 130 + deg. W
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Crudt oil is a mixture of hydrocarbons thai often contain a small per-
centage of sulphur, oxygen and nitrogen. It can be distilled into gasoline.
benzine, kerosene and other oils, which diifer considerably physically and
chemically, depending upon the locality, the source of supply, and upon
the treatment or distillation process. After the kerosene has been run off,
the oils remaining, of from 12 to 25 deg. Baume, are available as fuel for
steam boilers.
Gasoline is a petroleum product of about 74 to 64 deg, Baume, Benzine
is a distillate of about 55 deg. Baume, while kerosene ranges from about
48 to .IS deg. Baume. However, the high price of these lighter distillates
prevents their use as a. boiler fuel.
Oils are classified by their flash point, the temperature at which they
give off intlammable vapors ; viscosity, the tendency of the oil particles to hold
together, thus retarding the flow; moisture, in the form of an emulsion in
the heavier oils; sulphur, which produces obnoxious gases and has a cor-
roding effect if condensed on boiler tubes and slack; density; and heat value.
The properties of fuel oils from different localities are given in Table
77, by C. E. Lucke.
Table 77.
CompoMtion and
Heat Value of Oil Fuels.
,a
UltlBUU u»ly«>^ p« «c
H-t
C.
H. 1 O-HN.
S.
jwrlb.
California fuel oil
Calif ornia crude
14,93
16.24
31.67
38. SB
23.18
21.25
21.66
36.47
81-52
86.30
85.40
85.00
86.10
83.28
84.60
84.30
11.61
16.70
13.07
13.80
13.90
12.41
6.92
0.55
0.80
18,026
21.723
0.60
■3:83"
0.60
0.60
0.50
1.63
PennaylvanU crude. . ,
Texas fuel oil
20,949
19,654
18,977
20,809
West Virginia crude. . ,
14,10
1.60
The heat value of oil can be determined accurately by calorimeter test.
An approximate method proposed by J. N. LeConle gives the value, free
from moisture, as 17,680 -|- (60 X deg. Bi) B.tu. per pound.
Another method utilizes the Dvlong formula:
t. - 14,544 C + 62,028^// _ _2 \ -f. 4050 S
(62)
in which C is carbon, H is hydrogen, 0 is oxygen and S is sulphur, as ob-
tained from the ultimate analysis. This formula gives a heat value of
about 5 per cent higher than that of California oils, as determined by calo-
rimeter. Fig, 216 shows other heat values. These indicate that per pound the
lighter oils have a higher calorific value than the heavier fuels, but a lower
value per gallon, A barrel of heavy petroleum will therefore have a higher
heat value than a barrel of lighter oil.
The average California oil has a specific gravity of about 0.96, which
corresponds to 15.16 deg. Baume at a -temperature of 60 deg. The average
weight of a gallon of oil is 8.03 pounds. As it usually comes in barrels of
42 gal., the average weight of a barrel of fuel oil is 337 pounds. The
heat value is about 18,700 B.t.u, per pound, which should easily give an
equivalent evaporation from and at 212 deg. of about 14.5 lb. of water per
pound of fuel.
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People* Oat, idKl)t ^ Coke Co., Chicago, 111*., operating Heine Boilen.
; C.OOgIC
Fig. 21«. HeatiDB Value of Fuel Oil.
Coal tar is a by-product of coking processes. Its commercial value
usually prevents its use as a fuel. This black, viscous liquid must be heated
and strained before it can be used. The coa.1 tar yield is from 4% to 6yi
per cent of the weight of the coal used in gas or coke manufacture. The
specific gravity is about 125, so that a gallon weighs 10.4 pounds. It is
lower in hydrogen and higher in carbon than petroleum,, an ultimate analysis
showing 89.21 per cent carbon; 4.9S per cent hydrogen; 1.05 per cent nitrogen;
4.23 per cent oxygen ; 0.56 per cent sulphur ; and a trace of ash. Coai tar has
a heat value of about 15,800 B.t.u. per pound.
Tar oils include pitch, creosote, anthracene and other residuum fron:
distillation. Oil tar produced in gas apparatus has a specific gravity of 1.15,
is less viscous than coal tar, and can be handled much like other fuels. Its
composition is 92.7 per cent carbon; 6.13 per cent hydrogen; 0.11 per cent
nitrogen; 0.G9 per cent oxygen; 0.37 per cent sulphur; and a trace of ash,
giving a heat value of 17,100 B.tu. per pound.
Colloidal fuel was developed by the Submarine Defense Association
to meet war conditions. It is an emulsion of powdered solid fuel and oil
fuel. A so-called fixateur is used to stabilize the elements of the mixture
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482 FUEL
that have different specific gravities, and thus maintain a homogeneous
product. Most oils in Iheir natural state can be mixed with putvertzed
solids to make the smokeless colloidal fuel. Dried and pulverized bituminous
and antbracite coals can be used, as can li^ite, peat, coke, charcoal or wood,
so long as two-thirds of the dry solid fuel is combustible.
The colloidal fuel is fired with the same equipment used for oil burning.
A marine boiler test gave an equivalent evaporation of 13.6 lb. of water
per pound of colloidal fuel at an elTiciency of 76.8 per cent, while straight
Mexican oil gave an equivalent evaporation of 13.97 lb. of water per pound
of oil fuel at an efficiency of 73J2 per.'ccnt. With coal of 13,500 B.t.u.
per pound and crude oil of 18,200 B.t.u. per pound, the colloidal fuel has
a heat value of 17.000 B.t.u. per pound, with 25 per cent solid fuel in
suspension ; and 16,300 B.t.u. per pound with 40 per cent of solids in the
mixture. It is possible to combine 4S per cent oil, 20 per cent tar and 30
per cent powdered coal and still obtain a stable colloidal fuel that can be
stored for a month or more without the solids settling. With such mixture
it is said at least 50 per cent of the oil fuel now used can be saved, and equal
if not greater heat value per barrel obtained at a lower cost
Gaseous Fuels
IN gas fuels each constituent has a known heating power. The total
heat value of a cubic foot of gas can be determined by multiplying the
fractional constituents and the corresponding heating powers per cubic foot,
and by adding the products. The low heat values are given by C. E. Luekr
as follows:
B.tu. per cu. ft.
Hydrogen
Methane 959
Ethyler
- 341
Natural gas is often held at high pressure in huge natural, underground
reservoirs that are tapped by sinking wells. The gas is piped and distributed
over long distances, and delivered at working pressures of 2 to 8 ounces.
The principal combustible components of natural gas are methane (marsh
gas) and hydrogen. The incombustible gases are carbon dioxide, nitrogen
and oxygen. Table 78, compiled by G. A. Burreli, gives the average heat
value and the composition for different samples.
ArliScia! gases are made principally from coal or oil. Natural gas
costs 10 to 30 cents per 1000 cu. ft., while coal and water gases cost $1 or
more. With coal at $5 per ton, producer gas will deliver 35,000 B.t.u, for
one cent, while natural gas at 20 cents gives 50,000 B.t-u. for one cent.
The compositions and heating values of gas fuels are compared in Table
79. Owing to the variations in heat values, different quantities of gas are
required to generate one boiler horsepower.
Junker Gaa Calorimeter
THE heat value of gaseous fuels is generally determined with the Junker
Gas Calorimeter illustrated in Fig. 217.
This instrument consists of a vertical cylindrical water chamber contain-
ing vertical tubes, which is heated by the gas burned in a Bunscn Uimp
beneath. The products of combustion pass upward through a combustion
chamber and downward through the tubes, while the water passes in at the
bottom and out at the top in a continuous current. The quantity of gas is
measured by a gas meter, and the quantity of water by collecting the overflow
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2B.M in.
SP«^
LoaUoD of W<dli
nr
N,^
UMhaiH
Ethue
CH.
Armstrong Co., Pa.
Omm Co., OUa. . .
Kiefer, Okla
0.05
1.10
2.40
0,0
0.0
0.0
1.45
4.6
1.8
81,6
94.3
64.1
16.9
0.0
31.7
1,184
1,004
1,272
0.64
0.58
0.74
Barron Co., Ky....
Barron Co. Ky —
Moab, Utafi
2.5
2.6
3.6
0.0
0.0
0.0
1.3
5.1
5.6
23.6
44.1
90.8
69 7
48.2
0.0
1.548
1,367
967
0,91
0.84
0.61
Moab, Utah
Northwestern Ore .
Crawford Co., Pa. .
3.S
3.0
0.0
0,0
0.0
0.0
6.5
0.9
2.3
90.0
96.1
6.6
0.0
0.0
91.1
959
1,023
1,766
0.62
0.58
l.OI
Northwestern Ore.
Tillamook, Ore
Stillwater, Nev....
0.5
0.1
1.3
0,0
0.0
0.0
12.5
97.9
3.1
87.0
2.0
95.6
0.0
0.0
0.0
927
21
1,018
0.60
0.96
0.58
Forest Co., Pa
Clarion Co., Pa.,..
0.0
0.0
0.0
0.0
0.0
0.0
1.1
1,0
1.7
96.4
70.8
80.5
28.2
17.8
1,073
1,279
1,189
0.57
0.70
0.65
Kings Co.. Cal . . . .
Grey bull Field. Wyo
0.0
30.4
0.2
0.0
0.0
0.0
0.9
2.4
0.8
53.3
66,2
81.7
45.8
1.0
17.3
1,420
724
1,192
0.78
0.85
0.64
Casing head gas. . .
McKeanCo., Pa..
0.0
O.S
0.0
0.0
0.0
0.0
1.3
3.1
1.0
51.5
64.1
86.0
47.2
32.3
13.0
1,427
1,282
1,159
0.77
0r68
0.59
Caddo Parish Field,
0.9
0,0
0.0
0.0
1.5
1.8
97,6
94.4
0.0
3.8
1,039
1,076
Park County, Okla.
0.59
Bradford, Pa
Nortonville. N. D..
SchuUo Field, Okla.
0.0
1.3
0.5
0.0
0.0
0.0
8.9
13.6
1.5
18.9
85.1
76.4
72.2
0.0
21.6
1,534
907
1,215
1.00
0.62
0.67
Casing; head gas
used for produc-
tion of gasoline. .
0.0
0.0
3.3
78.7
18.0
2,424
1.38
From Pittsburg gae
0.0
0.0
0.0
0,0
1.2
1.6
79.2
80.3
19.6
18.1
1,208
1.193
From Columbus gaa
""ppiy
0.64
Table 79. Composition of Oas Fuels, by Percentages.
ff
Hydnw.
MtUuiH
—
M^SSl
S^.
0>ytM JNitros™
cTft.
Natural gas
Coal gas
Water gas
1.7
39.78
21.8
94.16
45.16
30.7
0.30
6.38
12.9
0.55
7.04
28.1
0.29
1.08
3.8
0.30
0.06
0.5
2.80
0.50
2.2
1,000
730
700
Coke oven gas...
Blast furnace gas
Producer gas. , , .
Oil gas
53.2
3.0
2.81
32.0
35.0
2.0
6.0
27.5
14.34
2.0
10.0
10.5
0.5
2.0
59.4
66.7
3.0
620
5.56
48.0
"ie^s
110
850
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Fig. 317. The Junker Oaa Calorimeter.
discharged from the apparatus. Thermometers are inserted at the points of
entrance and exit. The heat of combustion of a cu. ft. of gas is determined
by multiplying the rise of temperature in deg. F. by the weight of water
in lb., and dividing the product by the volume of gas in cu. ft. The result
thus found after being corrected for moisture and reduced to the equivalent at
32 deg. and 14,696 lbs. per sq. in., is what is termed the "higher value," and
this is the value, unless otherwise stated, which is generally employed.
The "low value" is obtained by multiplying the weight of the con-
densed vapor resulting from the combustion, expressed in lb., by the total
heat of atmospheric steam above the temperature of the condensed vapor,
dividing the product by the volume of the gas in cu. ft., and subtracting the
quotient from the higher value.
Heat Value of Liquid and Gaseous Fuels
THE healing jwwer of a fuel, as used in calculating boiler trials, is the
value determined by calorimeter test. Some fuels contain hydrogen, and
others moisture, thus reducing the heat available for steam.
Most liquid fuels and some gases contain a high percentage of hydrogen.
Their calorific power as determined by calorimeter test is called the "high"
heat value, while the available heat is known as the "low" heat value.
The difference between the two is equal to the latent heat of steam formed
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by the burning of the hydrogen, which cannot be absorbed by the water in
the boiler. As hydrogen combines with eight times its weight of oxygen,
the result is 9 lb. of water for the combustion of 1 lb, of hydrogen. The
latent heat of steam being 971.7 B.t.U. per pound, this combustion represents
a total of 8745 B.t.u. per pound of hydrogen. Deducting this from 60,626
B.Lu., the high heat value of hydrogen, gives 51,892 B.t.u. as the low
heat value per pound of hydrogen. On a volumetric basis the high heat
value of hydrogen can be taken as 340 B.t.u. per cubic foot and the low
heat value as 290 B.t.u., leaving 50 B.t.u. per cubic foot that is not absorbed
by the boiler water.
If a calorimeter test gives the high heat value of oil as 18,500 B.t.u.
per pound and the fuel contains 10 per cent hydrogen, then the low heat
value is 18,500 — (O.IO X 8745) = 17,625 B.t.u. per pound approximately.
If a sample of gas fuel containing 20 per cent hydrogen by volume has a
high heat value of 710 B.tu. per cubic foot as determined by calorimeter,
then the low heat value is 710 — (0.2 X SO) = 700 B.t.u. per cubic foot.
Buying Fuels Under Contract
THE purchase of fuels under contract and specification involves expense in
sampling and analysis, but many engineers believe the advantages gained
are worth the cost Large consumers of coal and oil have adopted the con-
tract and specification method, because it guarantees economy when quality
and price are considered. Power reports a saving of 520,000 in the coal
bills of 18 plants, the fuel having been tested at a central laboratory at a
cost of $1,500 for the year.
Spec ill cations insure a more uniform grade of fuel than can be other-
wise obtained. Boiler plant operation can be studied more carefully and
adjustments made to secure the highest efficiency with the grade of fuel
delivered. However, sampling and analyzing are expensive. Fuel contractors
hold that many s^cifications are unreasonable, and sometimes add 5 to 10
per cent to the price to cover contingencies.
Specifications for Coal
THE following specification for the purchase of coal on a heat value basis
is given by /. E. Woodtvell, as typical of central power slalion practice:
A. The company agrees to furnish and deliver to the consumer,
JuantiticB as ordered by the consumer for consumption at said premises
uring the term hereof, at the consumer's option, either or all of the kinds
of coal described below ; said coals to average the following assays :
Coal of size passing through
screen having circular
perforation in diam in. in _in.
Coal of size passing over
screen having circular
perforation in diam in. in .-in.
Moisture in coal as de-
livered — _____ % % %
From following coun^..~
From following state
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Coal of the above respective descriptions and specified assays, not aver-
a|:e assays, to be hereinafter known as the contract grade of the respective
B. The consumer agrees to purchase from the company all of the coal
required for consumption at said premises during the term of this contract,
except as set forth in paragraph C below, and to pay the company for each
ton of 2000 lb. avoirdupois of coal delivered and accepted in accordance with
all of the terms of this contract at the following contract rate per ton of
each respective contract grade, at which rates the company will deliver the
following respective numbers of B.t.u. for one cent, the contract guarantee:
Kind of Coal Contract Rate per Ton Contract Guarantee
Equal to —net B.t.u. for 1 cent
Said B.t.u. for one cent being in each case determined as follows :
Multiply the B.tu. per lb. of dry coal by the per cent
moisture, expressed in decimals, and subtract the product so
found from the B.t.u. Then multiply tiie remainder by 2000
and divide this product by the contract rate per ton plus one-half
the ash percentage, both expressed as cents.
vided that the consumer may purchase for ..
sumption at said premises coal other than herein contracted for test purposes,
it being understood that the total of such coal so purchased, shall not exceed
5 per cent of the total consumption during the term of this contract.
D. It is understood that the company may deliver coal hereunder con-
taining as high as 3 per cent more ash and as high as 3 per cent more mois-
ture and as low as 500 fewer B.Lu, per pound dry than specified above for
contract grades.
£. Should any coal delivered hereunder contain more than the per cent
of ash or moisture or fewer than the number of B.Lu. per pound dry
allowed under paragraph D hereof, the consumer may, at its option, either
accept or reject the same.
F. All coal accepted hereunder shall be paid for monthly at a price per
ton determined by taking the average of the delivered values obtained from
the analysis of all the samples taken during the month, said delivered value
in eadi case being obtained as follows :
Multiply the number of B.t.u, delivered per pound of dry
coal by the per cent of moisture delivered, expressed in decimals,
and subtract the product so found from the B.t.u. delivered per
pound of dry coal. Then multiply the remainder by 2000 and
divide this product by the contract guarantee. From the quotient,
expressed as dollars and cents, subtract one-half of the ash per*
centage delivered, expressed as cents.
How such a rule works is illustrated in the diagram, Fig. 218. in
which the standard is 9 per cent moisture, 8 per cent ash and I3,S00
B.t.u. per pound of dry coal at S3 per ton. Coal of 500 B.t.u. and 3 per
cent each of moisture and ash, either below or above the specification base,
is tiie minimum acceptable and the maximum practicable, respectively, as
shown in the diagram. On this basis the average premium or penalty is 3
little over 5 cents for each lOO B.t.u. above or below the standard.
An Ohio street railway company has specifications drawn on a basis
of a graded scale of premiums and penalties. The established standard for
heat value ranges from 12,610 to 12,759 B.t.u. per pound of dry coal. The
standard for ash is from 0 to IS per cent and for sulphur from 0 to 3.5 per
cent The premiums on heat value are graded to a maximum of 21 cents
per ton, above the basic price, for 13,960 B.t.a and over. The penalties
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i ~
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are also graded to as high as 50 cents per Con for heating powers of 10,660
to 10,809 B.LH. There is no premium for the minimuni ash content, but
there is a penalty for excess ash, amounting to SO cents per ton when the
ash is 29.1 per cent and higher. The penalty for sulphur above the standard
is graded to 4S cents per ton when the content is 10 per cent or more.
This contract provides that should the coal company or contractor fail at
any time to supply the quality and quantity of coal specified, the consumer
may purchase a supply In the open market, at prevailing rates, and collect
from the contractor any difference in cost. The company reserves the
right to cancel and relet the contract should the coal company fail to meet
all the terms specified.
The contract of a New York transit company gives an average premium
and exacts an average penalty of about 2 cents for every 100 B.t.u. above or
below the standard. Its standard is 14,201 to 14,250 B.t.u., 20 per cent
or less volatile matter; 9 per cent or less ash, and V/i per cent or less sulphur.
For heat values above the standard the premium reaches 26 cents per ton for
15,505 B.t.u. per pound of dry coal. For values below it the penalty is a
maximum of 45 cents per ton at 12.000 B.Lu, or lower. The other, penal-
ties are highest at 18 cents a ton for 24 per cent or more of volatile matter;
23 cents for \Z'/i per cent or more of ash, and 12 cents for a maximum of
2yi per cent sulphur.
The U. S. Ctrvcmment, a large user of coal for power and heating pur-
- poses, buys fuel under specifications that merge the heat value, ash, moisture
and price, into a single unit of cost per 1,000,000 B.t.u. Provisions are made
for penalties and premhims with respect to the contract standard.
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The intent of the specifications is to insure a coal delivery similar
within reasonable limits to the standard of the contract and not continually
to make corrections in price for shght variations in heat value. A 2 per cent
variation from the standard is allowed before the price is corrected, as it is
recognized that the quality of the coal cannot be controlled within narrow
limits. Orders of 50 tons or less are sampled only at the discretion of
the Government, because the collecting and preparing of a representative
sample, and the cost of analysis, would considerably increase the cost.
Under these specifications it is possible to utilize the output from a
group of coal mines. Anthracite for power and heating purposes includes
the pea and buckwheat sizes from the mines in the counties of Susquehanna,
Lackawanna, Luzerne, Carbon, Schuylkill, Columbia, SuUivan, Northumber-
land and Dauphin, in the state of Pennsylvania. Coal accepted as bitumi-
nous includes the usual bituminous grades, as well as semi-bituminous, sub-
bituminous, and lignite.
All the coals are analyzed and tested by the Bureau of Minet, on the
basis of its specifications. The main provisions for bituminous and anthra-
specified herein a.t may be required for use of the
, will be received tmtil
., at the office of the,.-
and then opened.
Each bidder shall have the right to be present, either in person or by
attorney, when the bids are opened.
Proposals, in duplicate, must be forwarded to the ,. ,
postage prepaid.
Proposals must be made in duplicate on the form provided, and must
be signed by the individual, partnership, or corporation making the same.
When made by a partnership, the name of each partner must be signed. If
made by a corporation, proposals must be signed by the officer thereof
authorized to bind it by contract, and be accompanied by a copy, under
seal, of his authority to sign.
The proposals must be accompanied by cash or by certified check drawn
payable to the order of the , in the amount equal
to 2 per cent of the estimated amount involved for the fuel for which bids
are submitted, the minimum amount in any case to be $10. This requirement
is solely to guarantee, if the award is made on the proposal, that within 10
days after notice is given that an award has been made, the bidder will
enter into a contract in accordance with the terms of the proposal and execute
a bond for the faithful performance thereof, with good and sufficient sure-
ties as hereinafter required. In the event of the failure of the bidder to
enter into contract or execute bond, the cash or check guarantee will be
forfeited.
Bond. Each contractor shall be required to give a bond, with two or
more individual sureties or one corporate surety duly qualified under the
act of Congress approved Aug, 13, 1894, in which the contractor and the
sureties shall covenant and agree that, in case the said contractor shall fail
to do or perform any or all of the covenants, stipulations, and agreements
of said contract on the part of the said contractor to be performed as therein
set forth, the said contractor and his sureties shall forfeit and pay to the
United States of America any and all damages sustained by the United States
by reason of any failure of the contractor fully and faithfully to keep and
perform the terms and conditions of his contract, to be recovered m an
action at law in the name of the United States in any proper court of
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competent jurisdiction. Such sureties (except corporate sureties) shall justify
their responsibility by affidavit showing that thej" severally own and possess
property of the clear value in the aggregate of double the amount of the
above-mentioned forfeiture over and above all debts and liabilities and all
property by law exempt from execution. The affidavit shall be sworn to
before a judge or a clerk of a court of record or a United States attornM-,
who must certify of his own personal knowledge that the sureties are suffi-
cient to pay Che full penalty of the bond.
If the estimated amount involved in the contract does not exceed the
sum of $200, then the bond may be waived with the consent of the depart-
ment involved,
ReservalioHs, The right is reserved by the Government to reject
any and all bids and to waive technical defects. Bidders are cautioned
against guaranteeing higher standards of quality than can be maintained in
delivered coal, as the Government reserves the right to reject any and all
bids, if the Government has information regarding analyses and test results
that indicate that higher standards have been offered than probably can be
maintained.
The right shall be reserved by the Government to purchase for the
purpose of making boiler tests, other coal than that herein contracted for, pro*
vided the amount so purchased shall not exceed 10 per cent of the estimated
consumption during the period covered by this agreement.
If it should appear to be to the best interests of the Government to do
so, the right is reserved to award the contract for supplying coal at a price
higher than that named in a lower bid, or in lower bids.
If the bidder to whom the award is made shall fail to enter into a
contract as herein provided, then the award may be annulled and the con-
tract let to the next most desirable bidder without further advertisement,
and such bidder shall be required to fulfill every stipulation expressed therein,
as if he were the original party to whom the contract was awarded; pro-
vided, however, that such bidder is notified of said award within 60 days
after the date on which the bids on this contract were opened. If such
notice should not be given within said 60 days, then the acceptance of the
award will be optional with the said bidder.
No contract can be lawfully transferred or assigned.
No proposal will be considered from any person, firm, or corporation
in default of the performance of any contract or agreement made with the
United States, or conclusively shown to have failed to perform satisfactorily
such contract or agreement.
Quanlily. The estimated quantity of coal in _.. tons
of 2,000 lb. to be purchased is based Upon the previous annual consumption,
but the right will be reserved to order a greater or less quantity, subject to
the actual requirements of the servine.
Delivery. The coal shall be delivered in such quantities at such times as
the Government may direct. (Place of delivery to be stated.)
All the available storage capacity of the Government coal bunkers shall
be placed at the disposal of the contractor to facilitate delivery of coal
under favorable conditions. When an order is issued for coal, the contractor
upon commencing a delivery on thai order shall continue the delivery with
such rapidity as not to waste unduly the services of the Government
inspector.
After verbal or written notice shall have been given to deliver coal
under this contract a second notice may be served in writing upon the
contractor to make delivery of the coal so ordered within a reasonable
lime, to be determined by the Government official in charge, after receipt
of said second notice. Should the contractor for any reason fail to comply
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with the second request, the Government shall be at liberty to buy coat inde-
pendent of this contract, and for coal so purchased to charge against the con-
tractor and his sureties any excess in price over the price which would have
heen paid to the contractor had the coal been delivered by him.
The contractor shall be allowed to deliver coal during the usual hours
of teaming — that is, between 8 a. m. and 5 p. m.
Weighing. (To be statetf, by whom and where the coal shall be
weighed.)
Sampling. The contractor shall have the privilege of having a repre-
sentative present to witness the collection and preparation of the samples to
be forwarded to the laboratory.
The samples shall be collected and prepared in accordance with the
method given iD the appendix, attached hereto as a part of these specifica-
tions and proposals.
Analyses. The samples shall be immediately forwarded to the
Bureau of Mines, Department of the Interior, Washington, D. C., and they
shall be analyzed and tested in accordance with the method recommended
by the American Chemical Society and by the use of a bomb calorimeter.
Such analyses and tests shall be made at no cost to the contractor. The
results shall be reported by the Bureau of Mines in not more than fifteen
days after the receipt of the sample. If more than one sample is received
from the same delivery, the fifteen days shall date from the receipt of the
last sample taken.
Description of Coal Desired. The coal must be a good coal
(kind and size to be specified), and must
be adapted for successful use in the particular furnace and boiler equipment.
Bidders are required to specify the coal offered in terms of moisture in
the coal "as received," and of ash, volatile matter, sulphur, and B.t.u. in
"dry coal." such values to become the standards for the coal of the successful
bidder. In addition, the bidders are required to give the trade name of
the coal offered, and other designation ; Uiis information shall be furnished
in spaces provided hereinafter.
Coal of the description and analysis specified is herein known as coal of
the contract grade. Bidders are cautioned against specifying higher stand-
ards than can be maintained, for to do so will result in deductions in price
and may result in the rejection of the delivered coal or the cancellation of
the contract. In this connection it should be recognized that the small
"mine samples" usually indicate a coal of higher economic value than that
actually delivered in carload lots, because of the care taken to separate
extraneous matter from the coal in the "mine samples."
Award. In determining the award of this contract consideration will
be given, to the quality of the coal (expressed in terms of moisture in coal
"as received," of ash in "dry coal," and B.t.u. in "dry; coal"), offered by
the respective bidders and to the operating results obtained with the same
and with similar coals on previous contracts or by test, as well as to the
Bids may be rejected from further consideration if they offer coals
regarding which the Government has information that they possess unsatis-
factory physical characteristics or volatile matter or sulphur or ash con-
tents, or that they are unsatisfactory because of clinkering or excessive
refuse, or because of having failed to meet the requirements of city smoke
ordinances, or for other cause that would indicate that they are of a
character or quality that the (jovemment considers unsuited for the storage
space or the furnace equipment of the particular contract.
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The method used shall be to merge the four variables— moisture, con-
tent, ash content, heating value, and price bid per ton — into one figure,
the cost of 1,000,000 B.Lu. The procedure under this method shall be as
follows :
(a) All bids shall be reduced to a common basis with respect to
moisture, by dividing the price quoted in each bid by the difference between
100 per cent and the percentage of moisture guaranteed in the bid. The
adjusted bids shall be figured to the nearest tenth of a cent.
(b) The bids shall be adjusted to the same ash percentage by selecting
as the standard the proposal that offers coal containing the lowest percentage
of ash. The difference in ash content between any given bid and this
standard shall be divided by two and the price in such bid, adjusted in
accordance with the above, multiplied by the quotient. The result shall be
added to the above adjusted price. The adjusted bids shall be figured to
the nearest tenth of a cent.
(c) On the basis of the adjusted price, allowance shall then be made
for the varying heat values by computing the cost of 1,000,000 B.LU. for
each coal offered. This determination shall be made by multiplying^ the
price per ton adjusted for ash and moisture content by 1,000,000, and dividing
the result by the product of 2.000 multiplied by the number of B.tu. guar-
anteed. If the coat is purchased on the basis of 2,240 lb. to the ton, the
factor of 2.240 should be used instead of 2.000.
After the elimination of undesirable bids, the selection of the lowest
bid of those remaining on the basis of the cost per 1,000,000 B.tu, may be
considered by the Government as a tentative award only, the Government
reserving the right to have practical service test or tests made under the
direction of Ihe Bureau of Mines, the results to determine the final award
of contract. The interested bidder or bis authorized representative may
be present at such test.
Coal Subjert to Rejection. It is understood that coal containing 3
per cent more moisture, or 4 per cent more ash, or 3 per cent more
volatile matter, or 1 per cent more sulphur, or 4 per cent fewer B.t.u. than
the specified guaranties as to the standards for the coal hereunder contracted
for, or coal furnished from a mine or from mines other than herein speci-
fied by the contractor, unless upon written permission of the Govemnient,
shall be considered subject to rejection, and the Government may, at its
option, either accept or reject the same. Should the Government have con-
sumed a part of such coal subject to rejection, such consumption shall not
impair the Government's right to cause the contractor to remove the remain-
der of the delivered coal subject to rejection.
It is agreed that if the contractor shall furnish coal in three consecu-
tive deliveries, or in case more than 20 per cent of the coal delivered to
any date during the life of this contract shall contain 3 per cent more mois-
ture, or 2 per cent more ash, or 3 per cent more volatile matter, or I per
cent more sulphur, or 2 per cent fewer B.t.n, than the specified guaranties
as to the standards for the coal hereunder contracted for, or if the coal is
furnished from a mine or from mines other than herein specified, unless
upon written permission of the Government, then this contract may, at
the option of the Government, be terminated, or the Government may, at its
option, purchase coal in the open market until it may become satisfied that
the contractor can furnish coal equal to the standards guaranteed, and the
Government shall have the right to charge against the contractor any excess
in price of coal so purchased over the corrected price that would have been
paid to the contractor had the coal been delivered by him.
Removal of Rejected Coal. The contractor shall be required to re-
move, without cost to the Government, within 48 hours after notifica-
tion, coal that has been rejected by the Government Should the contractor
not remove rejected coal within the said 48 hours, the Govenunent ^lall then
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«ith all t
be at liberty to have the said coal removed from its oremises and to dispose
of such coal by sale, as the Government shall elect. The proceeds from such
sale, less all costs incidental to its removal and to the sale, shall be paid over
to the contractor.
Delermitiaiiott of Price. The Government hereby agrees to pay
the contractor within thirty days after the completion of an order or
f for each ton of 2,000 lb. of coal delivered and accepted in accordance
.1 the terms of this contract, the price per ton determined by taking
the analysis of the sample, or the average of the analyses of the samples if
more than one sample is analyzed, collected from the coal delivered upon
the basis of ihe price herein named, adjusted as follows for variations in
heat value, ash content, and moisture content from the standards guaran-
teed herein by the contractor.
Heat Unit Adjustment. Considering the coal on a "dry coal" basis,
no adjustment in price shall be made for variations of 2 per cent or
less in the number of B.t.u. from the guaranteed standard. When the
variation in heat units exceeds 2 per cent of the guaranteed standard, the
adjusted price shall be proportioned and shall be obtained as follows:
B.t.u. delivered coal ("dry-coal" basis) y i;j q.:,.,
B.tu. ("dry-coal" basis) specified in contract
The adjusted price shall be figured to the nearest tenth of a cent.
As an example, for coal delivered on a contract guaranteeing 14.000
B.t.u. on a "dry-coal" basis at a bid price of $3 per ton, showing by calo-
rific test res,ults varying between 13,720 and 14,^ B.t.u., there would be
no price adjustment If, however, by way of further example the delivered
coal shows by calorific test 14,350 B.t.u. on a "dry-coal" basis, the price
for this variation from the contract guaranty would be, by substitution in
the formula;
Ash Adjustment. No adjustment in price shall be made for varia-
tions of 2 per cent or less below or above the guaranteed percentage of ash
on the "dry-coal" basis. When the variation exceeds 2 per cent, the adjust-
ment in price shall be determined as follows :
The difference between the ash content by analysis and the ash content
guaranteed shall be divided by two and the quotient shall be multiplied by
Uie bid price, and the result shall be added to or deducted from the B.t.u.
adjusted price or the bid price, if there is no B.t.u. adjustment, according
to whether the ash content by analysis is below or above the percentage
guaranteed. The adjustment for ash content shall be iigured to the nearest
tenth of a cent.
As an example of the method of determining the adjustment in cents
per ton for coal containing an ash content varying by more than 2 per cent
from the standard, consider that coal tor which the above-mentioned heat
unit adjustment is to be made has been delivered on a contract guaranteeii^
10 per cent ash, and shows by analysis an ash content of 7.5 per cent. The
adjustment in price would be determined as follows :
The difference between 10 and 7.5 which is 2.5 would be divided by 2,
and the quotient of 1.25 multiplied by $3, resulting in an adjustment of 3.7
cents per ton, which in this case would be an addition. The price after
adjustment for the variations in heating value and ash content would be
$3,075 plus $0,037, or $3,112.
Moisture Adjustment. The price shall be further adjusted for mois-
ture content in excess of the amount guaranteed by the contractor, the
deduction being determined by multiplying the price bid by the percent-
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age of moitture in excess of the amount guaranteed. The deduction shall
b« figured to the nearest tenth of a cent.
As an example, consider that coal for which the above-mentioned beat
unit and ash adjustments are to be made, and as having been delivered on a
contract guaranteeing 3 per cent moisture, and that the coal shows by analysis
4.5 per cent moisture i then the bid price would be multiplied by 1.5 (repre-
senting excess moisture), giving 4.5 cents as ihe deduction per ton. The
price to be paid per ton for the coal would then be (3.112, less $0,045. or $3,067.
Partial Payment. If the coal on visual inspection by the Govern-
ment inspector appears to be acceptable coal, the Government shalt have the
right, immediately on the completion of an order, to make payment on 90
per cent of the amount of the bill, based on the tonnage delivered and
the bid price per ton. The 10 per cent withheld is to cover any deduction
on account of the delivery of coal that on analysis and test is subject to an
adjustment in price. If the 10 per cent withheld should not be sufficient to
: the deduction, then the amount due the Government may be taken
from any money thereafter to become due to the contractor, or may be
collected from the sureties. Because of the distance of the point of delivery
from the laboratory, requiring several days for the transmittal of samples
and the return of analytical report, because of loss of the original sample.
necessitating the forwarding of the reserve sample, or for any other reason
that would result in delayed payment, should such be withheld until receipt
of analytical report, the Government may, as circumstances in its opinion
warrant, exercise the foregoing right
Information to be Supplied. The following spaces should be filled
in by the bidder for each bid, for if the information called for is not sup-
plied, the proposal may be regarded as informal and rejected:
The undersigned agrees to furnish to the - -
the coal described below, in tons of 2,000 lb. each, and in quantity as may be
required during the fiscal year ending, in accordance with the foregoing
specifications ; the coal to be delivered in such quantities and at such times as
the Government may direct.
(a) Kind and size
(b) Commercial n
(c)
(e)
(0
(g) Name of operator of mine or mines.,^
(h) Percentage of moisture in coal "ai received"-^
(i) Percentage of ash in "dry coal" „_„__
(j) Percentage of volatile matter in "dry coaI"~
(k) Percentage of sulphur in "dry coal"_
(1) -
(in)
d price p«r too of 2,000 p
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specifications for Oil
FUEL OILS are commonly specified according to their density. While this
is accepted trade practice, it is not an accurate gage of the fueL The heavy
oils are of an asphalt base, viscous, jsluggish, and of relatively low beating
power. The light oils are fluid at ordinary temperatures, are volatile, rich in
hydrocarbons and high in heating power. The heating power, however, de-
pends mainly upon the hydrogen and carbon content, and when reduced to
ultimate analysis these values are about the same for both heavy and light
oils. The commercial value of fuel oil depends upon how easily it can
be handled, or how completely it can be atomized by the burner equip-
ment, and these features are controlled by the viscosity of the fuel.
Viscosity can be defined as molecular friction or the resistance to inter-
nal movement of a liquid. It is generally measured by the scale of a visco-
meter, such as the Saybolt, Redwood or Englcr, which indicates the time
required for an amount of oil to flow through a standard orifice or short
tube under fixed conditions of head and temperature. The result, some-
times expressed in "degrees," is simply a time ratio. The type of viscometer
should always be named in specifying viscosity, because the standards vary
in difierent i
As the viscosity is materially lessened as the temperature increases, the
fuel oil in power-plant practice is heated to about 160 deg. before being
ted to the burners. At this temperature, California oils have a vis-
cosity between 3.S and 8.S deg. Engler, Many of the lighter oils are
sufficiently mobile at ordinary leropcrafures and do not require pre-heating.
In general, oil fuel is heated to within SO deg. of the flash point for boiler
operation with mechanical burners.
The flash point of the fuel indicates the temperature at which inflammable
gases or vapors are given off. For oil fuels, it ranges from Z20 to 280 d^
For safehr in handling this should not be below 150 deg. When stored m
tanks and at ordinary temperatures, there is practically no danger as the
oil does not form any appreciable amount of gas at temperatures below the
flash point. The flash point is determined by heating the oil fuel, usually
in a dosed container, and testing with a spark or flame. The vapor or gas
is driven off and flashes or ignites. The temperature at which ignition
takes place is called the flash point In the so-called open test an open
vessel prolongs the flash point, the temperature being higher than with
the closed instruments of Abel, Pensky or Marten, which are considered
standard.
By continuing the heating beyond the flash point until the ftash becomes
permanent and the fuel continues !o burn a temperature known as the
bttming point is reached. As a free supply of air is required in this test, the
open-cup method is used. For Kern River oil, the bummg point can be taken
as between 260 and 270 degrees.
The properties of oil, as outlined, are of prime importance in the pur-
chase of the fuel, and are therefore included in commercial specifications.
Naval Speci&catiom for Oil. The British Navy specifies a flash point
not lower than 1?5 deg., closed-cup test. The water content must not exceed
0.5 per cent ; sulphur not over 3 per cent ; and acidity expressed as oleic acid,
a maximum of O.05 per cent
The U. S. Navy requires a hydrocarbon oil of best quality, free from
grit, acid and other foreign matter, A barrel of 42 gal., each gallon of 231
cu. in. at 60 deg., is the standard. For a variation of 10 deg. from the
standard temperature, 0.4 per cent is added or deducted to correct the meas-
ured quantity. The oil must not contain more than 1 per cent water and
sediment. If over 1 per cent, the excess is either deducted from the volume
or else the fuel is rejected.
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Viscosity at 100 deg. must not be higher than 200 Engler or 7000 seconds
SaybolL The flash paint must not be below 150 deg. as the minimum
by ihe Abel or Pensky-Marten closed-cup test, or 175 deg. by the Taghabuc
open-cup method. For acceptance it should not be lower than the temper-
ature at which the viscosity is 8 deg. Engler. As water is unity on the
Engler scale, an oil having a viscosity of 8 deg, Engler at a temperature
of 180 deg. will have a »ash point of 180 deg. The equivalent of 8 deg. Engler
is taken as 2iS0 sec Saybolt.
Railroad Fuel Oil. The contract form of a large railroad system u^g oil
as fuel, calls for the following:
Fuel oil should have a density ranging between 13 and 29 deg. Baumi
at 60 deg. It should contain no sand or other foreign matter, such as
sticks, waste and stone. The moisture content should be a r ' ' '^''
containing over 2 per cent water and other impurities will be rejected.
Viscosity to be so low that the fuel oil will flow readily through a 4-in.
pipe at 70 deg. temperature.
Oil will not be accepted when the flash point is less than 110 deg. as
tested by the Tagliabue open-cup method. The fuel is to be heated at the rate
of 5 deg. per minute and the test flame applied at one-minute intervals after
90 deg. has been reached.
Govemmeiil Oil Fuel. For the purchase of oil fuel for the diflerent
departments of the U. S. Government, the Bureau of Mine* has outlined
the main features controlling the efficient utilization of fuel oil under
steam boilers, as follows:
Fuel oil should be either a natural homogeneous oil or a homogeneous
residue from a natural oil; if the latter, all constituents having a low flash
point should have been removed by distillation; it should not be composed
of a light oil and a heavy residue mixed in such proportions as to give the
density desired.
It should not have been distilled at a temperature high enough to bum
it, nor at a temperature so high that flecks of carbonaceous matter began
to separate.
It should not flash below 140 deg. in a closed Abel-Pensky or Pensky-
Marten test.
Its specific gravity should range from 0.85 to 0.96 at 59 deg.; the oil
should be rejected if its specific gravity is above 0,97 at that temperature.
It should be mobile, free from solid or semi-solid bodies, and should
flow readily, at ordinary atmospheric temperature and under a head of
1 ft. of oil, through a 4-in. pipe 10 ft. in length.
It should not congeal or become too sluggish to flow at 32 degrees.
It should have a heating value of not less than 18,000 B,t,u. per pound;
18.450 B.t.u. to be the standard. A bonus is to be paid or a penalty
deducted according as the fuel oil delivered is above or below this standard.
It should be rejected if it contains more than 2 per cent water or more
than 1 per cent sulphur.
It should not contain more than a trace of sand, clay, or dirt
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CHAPTER 14
FEED WATER
ATER, the most widely distributed liquid in nature, is the fluid gen-
erally employed for converting heat energy into work by its expansion
in the form of steam.
Properties of Water
CHEMICALLY pure water is a chemical combination of the two elements,
hydrogen and oxygen, in the proportion of two parts hydrogen by
volume to one part oxygen CH,0). or one part hydrogen by weight to eight
parts of oxygen. Distilled water may be generally regarded as chemically
Water reaches its maximum density. 62.425 lb. per cu. ft at 39.1 deg..
and expands if this temperature is either raised or lowered. Fig. 219 shows
its variation in weight and volume at temperatures from 20 to 250 deg-
The values given are those at saturation pressure ; that is. the pres-
Flg. 119. Variation of Weight and Volume of Water with Temperature.
sure at which liquid and vapor in contact at the same temperature will remain
in equilibrium. For temperatures between 32 and 212 deg.. the weights and
volumes at atmospheric pressure are practically indistinguishable from those
at saturation pressure, as water is almost incompressible. The dotted lines
beyond these ranges represent the volume and weight of water in contact
with steam at the pressures (above or below ordinary atmospheric) corre-
spondbg to the temperatures given.
The specitic heat of water at 63 deg. is taken as unity, that is, it requires
1 B.t.u. to raise a pound of water from 63 to 64 deg. The specific heat
varies slightly at other temperatures, being ISH at 20 deg.; reaching its
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FEED WATER
. . .1, 0.99S, at 100 deg.; and rising to 1.18 al 600 deg. The term, "mean
specific heat" is applied to Che difference in heat capacity per pound at two
different temperatures, divided by the temperature difference. The mean
specific heat of water from 32 to 175 deg. is 0.999, and for greater ranges it
gradually rises, reaching 1.062 for the range from iH to 600 deg. For many
engineering purposes, the specific heat of water can be regarded as constant,
and the heat liberated or absorbed taken as 1 B.t.u. per pound per degree
of temperature change.
^
Fig. 220. Variation of BoUing Point of Water with Prewure.
Vapor rises from water at all temperatures, unless the vapor pressure
in the space in contact with the water exceeds the saturation pressure. The
boiiing point for any particular pressure ii the highest temperature which
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FEED WATER SOI
can be reached with the water and vapor in contact with it at that pressure,
any heat added to the water resulting only in the formation of additional
vapor. In the generation of steam tor practical purposes, the ebullition
is of course much more pronounced than is the formation of vapor at low
temperatures, but the phenomenon is similar in its nature.
The boiling point rises and falls with the pressure, so that daily changes
in the barometer have a slight effect on the boiling point; these must
be allowed for in calibrating thermometers. The boiling point is reduced
at points of high elevation and consequent low average barometric pressure.
As long as heat is supplied to a boiler producing steam, the temperature
remains at the boiling point corresponding to the momentary pressure, so
that the temperature of boiler water in contact with saturated steam can be
judged from the pressure. Fig. 220 indicates the boiling point for pressures
up to 400 lb. gage. The divisions to the right indicate the corresponding
pressures in absolute units, eqnal to 14.696 plus the gage pressure in pounds
per square inch. Absolute pressures in pounds per square inch are converted
into "standard atmospheres by dividing by standard or normal atmospheric
pressure (14.696 lb. per sq. in.), which is the pressure that will support a
column of mercury 760 mm. (29.921 in.) in height. Koughly, 2 in. of mercury
correspond to each pound of pressure.
Pure water boils at 212 deg. under standard atmospheric pressure. For
boiling points lower than 212 deg., the pressures are less than atmospheric.
They are expressed as absolute pressures, in pounds per square inch or in
head of mercury; or by the amount of "vacuum," that is, the difference
between the absolute head of mercury and the standard atmospheric head of
29.921 inches. For engineering purposes, the barometer is arranged so that
the reading is subtracted from 30 instead of from 29.921, so that stand-
ard atmospheric pressure when "referred to a 30-in. barometer" would be
recorded as 0.08 in. of vacuum.
Impuritiea in Water
A LL known substances are more or less soluble in water, so that natural
'^ water supplies other than rain water are always contaminated, and
contain in solution organic matter or traces of the solids with which they
have come in contact. In a boiler, the solids remain behind when steam
is produced, and the impurities are precipitated when their maximum con-
centration is reached, that is, when the volume of water is sufficiently
reduced to become saturated with the particular substance. These precipi-
tates cause scale and accompanying troubles, the seriousness of which depends
upon the nature and amount of the original impurities.
The characteristics of a boiler feed water may be described by one or
of the following terms : temporary hardness, permanent hardness,
irity, causticity, acidity, and dis " ' ' ......
purities being generally expressed i
Temporary hardness is the term applied to water containing the bicar-
bonates of calcium, Ca(HCOt)b and magnesium, Mg(HCOi)b which are
held in solution by an excess of carbon dioxide. Boiling at 212 degrees
expells the carbon dioxide. In the one case, calcium carbonate, CaCOi, pre-
cipitates out directly. In the other, magnesium monocarbonate is formed.
This is soluble and requires further treatment with calcium hydroxide,
Ca(OH), to reduce to the precipitate Mg(OH),
Sodium bicarbonate, NaHCOi, and sodium carbonate, NaiCOi, are found
in the water in some localities. The former can be converted to the car-
bonate by the use of calcium hydroxide, Ca(OH)r
Permanent hardness refers to those waters which contain sulphates, the
most common of which is calcium sulphate, CaSOt.
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FEED WATER 503
Solid caldum sulphate, CaSO^ is known as plaster of Paris, or as
gypsum when containing a larger amount of water of crystallization. It is
highly soluble in water, 138 grains per gallon at 60 deg,, and over 30 grains
at 300 deg., but when concentrated, deposits a hard scale on the boiler tubes.
It can be converted by the use of soda ash (sodium carbonate, Na,CO,),
forming calcium carbonate, CaCOi, and sodium sulphate, Na.SO.. The
CaCOt can be precipitated before the water enters the boiler, but the NatSO*
remains in solution, and does not interfere with boiler operation unless it
becomes highly cci'.cei it rated.
Magnesium sulphate, MgSOi, is decidedly soluble, but tends to read
with any calcium salts present, forming hard calcium sulphate scale. Water
containing MgSOi can be treated by introducing calcium hydroxide, Ca(OH)i,
forming insoluble magnesium hydroxide, Mg(OH)i, and calcium sulphate,
CaSOi. which can be corrected by soda ash.
Iron oxides, FeO, Fe.0. and FeiO.; aluminum oxide or alumina, AUO,;
and silicon oxide or silica. SiiOi. are scale- forming substances sometimes
found in solution.
Alkalinity, a term often used confusedly wilh temporary hardness, refers
more particularly to waters containing impurities which will neutralize acids.
Causticity describes waters that contain hydrates which react to the
phenol phthale in indicator. This test is important in connection with waters
which may give caustic embrittlement trouble.
Acidity, as the term implies, refers to waters containing free acid. In
mining districts the water often contains sulphuric and sulphurous acids.
Organic acids are found in swamp water and in water contaminated with
sewage. Chlorides and acids present in boiler feed water are neutralized
by the reagents used to correct sulphates and carbonates.
Calcium chloride, CaCIi, and magnesium chloride, MgCli, are found in
boiler feed water. The latter is troublesome, as at boiler temperatures it
tends to form hydrochloric acid, which causes corrosion.
Solid matter such as mud and silt are often present in boiler water, par-
ticularly if the feed water is obtained from rivers and streams.
Dissolved gases, or air entrained or in solution, in boiler feed water is
recognized as a source of corrosion.
Water Analysis
'T'ABLE 80 gives some representative analyses of water from various locali-
Melhods of Water Analysis. Where it is proposed to prescribe a method
of feed water treatment for a boiler plant, it is obvious that water analyses
should be carried out in a laboratory equipped especially for the purpose.
However, there are a number of simple tests which can be performed in the
boiler room with a minimum outlay for apparatus, and which will indicate
to the plant engineer the advisability of installing feed water treatment
Test for Hardness. A 100 cubic centimeter sample of the water tor
analysis, together with a standard soap solution, is shaken in a flask ; the
soap solution being added a tittle at a time until a permanent lather is formed.
The number of cubic centimeters of the standard soap solution required to
form the permanent foam will be equivalent to the hardness in parts per
100.000. or in degrees "U. S." hardness depending upon the standard to
which the soap solution is made up. One degree "U. S." hardness is equiva-
lent to I grain of calcium carbonate per U. S. gallon (1 part in 58.349).
Standard soap solutions may be obtained from chemical dealers. If this
soap test is made on unboiled water, the total hardness will be determined,
and if on boiled water, the permanent hardness will be obtained, the difference
between the two being the temporary hardness.
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FEED WATER
Table 80. Water Analytea.
("BflUer Water*" by W. W. Chrittie)
OraiM per U. S. Oalloo of 231 Cubic Inchea.
mmmWrtm
I!!
J!i
II
i
1"-
h
Buffalo, N. y, Lake Erie
Pittsburgh, Allegheny River.. . .
Pittsburgh, Monongahela River
5.66
0.37
1.06
3.32
3.78
5.12
0.58
0.58
0.64
"h'.'ii
0.78
3.20
9,74
6.60
10.80
Pittaburgh, Pa., artesian well . .
Milwaukee, Wisconwo River. . .
Galveston. Texas. 1
23.45
6.23
13. 6«
5.71
4.67
13.52
18.41
1.76
326.64
1,04
20.14
Trace
0.82
6.50
Trace
49.43
39.30
353.84
21.79
20.76
2.87
29.15
11.74
3.27
398.99
7.02
Trace
"oiss
0.36
4.00
6.50
2.10
Washington, D. C, city supply.
8.60
Baltimore, Md., city supply
Sioux City, Iowa, city supply . .
Los AngeleB. Cal., 1
2.77
19.76
10.12
iJJ
Trace
1.17
3.51
0.10
in
3.80
4.40
4.10
7.30
27.60
26.20
3.72
8.47
4.84
12.59
10.36
33.66
126.78
•1
6.00
8.74
10.92
Bay City, Mich.. River
179.20
Cincinnati, Ohio, River
3,88
1.47
8.78
0.78
4.51
6.22
1.79
1.76
3.51
Trkce
1.59
Trace
1.78
10.98
6.73
Fort Wayne, Ind
31.08
10.04
14 14
12.99
6,02
25 91
7.40
4.29
24,34
1.97
8,48
"2.19
6.17
2.00
8.62
SprinRBeld. III., i
33.17
5.47
14.56
4.32
4.31
2.97
16.15
1.56
2.39
1.20
4.28
5.83
Trace
5.12
Pueblo, Colo
28.76
Long Island City, L. 1
Mississippi Riverabove Missouri
River
4.0
8.24
28,0
1.02
16.0
0.50
1.0
5.25
39.0
15.01
Mississippi River below mouth
10.64
9.64
7..,
6,4
1.36
1.54
1.22
1.57
Water Works
9.85
29.54
Hudson River above Pongh-
keepsie.N. Y
1.06
4-57
o.ie
O.U
0.40
10.76
1.92
0.77
0.67
12.70
Croton River above Croton
Dam, N. Y
7.72
Croton River water from service
pipes in New York City
Schuylkill River above Phila
2.36
2.16
1.36
1.30
0.29
0.49
quantities of other salts present ._ _
Magnesium carbonate X L19
Magnesium sulphate X 0333
Magnesium chloride X 1.05
Calcinn) sulphate X 0735
Calcium chloride X 0.901
o a calcium carbonate basis.
Hardness as calcium
: carbonate per
U. 5. gallon.
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FEED WATER
A water containing more than 20 grains of calcium carbonaie, masnesiuin
carbonate or magnesium chloride per U. S. gallon, or more than 5 grains of
calcium or magnesium sulphate per U. S, gallon, is considered undesirable
for boiler feed.
Table 81 rougbly classifies the desirability of bard waters for boiler use.
Table 81. ClatdRcation of Boiler Peed Watcn.
0 to 10 gr.
10 to IS gr,
15 to 20 gr.
20 to 30 gr.
Over 30 gr.
0 to 2.5 gr.
23 to 4.0 gr.
4 to S,0 gr.
5 to 7.S gr.
Over 7.5 gr.
Very Good
Fair.
Bad.
Very Bad.
j4lka!iniiy Test. A 50 cubic centimeter sample of the water to be
tested is titrated with a standard solution of sulphuric acid, using methyl
orange as an indicator. The degree of alkalinity will be represented by the
number of cubic centimeters of acid used to neutralize the solution, as will
be indicated when the color of the solution just turns from pink to pale
yellow. The required standard sulphuric acid solution can be obtained from
chemical dealers.
Causlicfly Test. A SO cubic centimeter sample of the water is titrated
with a standard solution of sulphuric acid, using phenolphthalein as an indi-
cator. The degree of causticity will be represented by the number of cubic
centimeters of acid used to satisfy the reaction, as will be indicated when
the solution turns from red to colorless.
The alkalinity, hardness and causticity of a properly treated boiler water,
as expressed in grains per U. S. gallon by analysis, should stand in the
approximate relation of 6, 5 and 4.
Concentration Test
THE total conccniratioH of soluble sails in a boiler fed with softened
water can be estimated from the amount of sodium chloride or common
salt (NaG) in solution, which can be determined as follows : After blowing
down the boiler, a sample is drawn from the water column, allowed to cool
and settle, and 100 cc. of the clear liquid measured off. A drop of phenol-
phthalein solution is added to the latter, turning it pink; then just sufficient
N/20 sulphuric acid (about 'A per cent strong) from a burette to destroy
the pink; and four drops potassium chromate indicator (containing 20 grains
per 100 cc). Silver nitrate solution is then added slowly from another
burette, while stirring the sample, until a permanent reddish precipitate is
formed. If the silver nitrate solution is of a strength of 4.976 grains AgNO,
per liter, each cubic centimeter of the solution consumed represents 1 grain
of sodium chloride per gallon in the boiler water.
Water Treatment
'ATER treatment may be roughly classified into three separate divisions,
viz: mechanical treatment, thermal treatment and chemical treatment.
Mechanical Treatment. Raw water from rivers very often contains mud
silt in suspension, and if used directly in boilers will cause the deposi-
W
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II
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FEED WATER 507
lion of mud on the heating surfaces, resulting in lowered heat transmission,
burned tubes and bagged plates. Such solid matter may be removed by
settling, filtering or by a combination of these two methods. Heavy mud
and sand can be eliminated by allowing the water to stand in settling basms,
but suspended matter which will not gravitate must be removed by filtration.
Settling basins are generally constructed of concrete. They should be ar-
ranged in duplicate so that while one basin is settling the other may be
drawn upon as the supply. The size of such basins will depend upon the
characteristics of the particular water as regards sedimentation, which may
be roughly determined by experimental tests conducted on not less than
barrel samples. Filter beds may be constructed of coke, excelsior, crushed
stone or sand, and they should be arranged in duplicate to allow for clean-
ing.
Thermal Treatment. As stated above, the carbonates of lime and mag-
nesia are precipitated by boiling, hence it is obvious that any type of feed
water heater will act to a certain extent as a puriAer or softener. A descrip-
tion of the various types of heaters and of economiiers is given in Chapter
9 on AUXILIARIES.
Chemical Treatment
""The chemical methods used for softening boiler feed water have been
*■ practically unchanged for more than 50 years, except for special methods
devised to obtain softened cold water. Hydrate of lime in the form of lime
water, or of milk of lime, is still the most economic means for neutralizing
acids, absorbing carbon dioxide, and converting bicarbonates to carbonates
or hydrates. Likewise, soda ash is preferred for transforming sulphates,
chlorides and nitrates to carbonates. While the chemical methods have not
been changed, the engineering appliances for performing the softening process
have undergone a radical evolution. The improvements have consisted prin-
cipally in the proper use of heat for accelerating the chemical reaction, the
more accurate feeding of chemical reagents, and the reduction in the labor
required in handling chemicals aad in removing precipitates.
Two general types of lime-soda processes are used in power plants. In
all essential respects, these two, the hot continuous and the cold continuous;
processes, are similar. The treatment consists of adding to the raw water
softening agents in carefully controlled amounts (which must agree with the
composition of the water), mixing these thoroughly wiihin the water, and
perniitting sufficient time to elapse for the separation of the "sludge" before
the water is fed into the bailer. In the first process, the heat increases the
rapidity of the chemical reactions, so that the storage space required is
less than with the cold continuous process. The hot process expels the air
from the water and so reduces corrosion. The cold process is used mainly
when cold water is required for some special purpose, such as process work.
Most softeners are of the continuous type. In intermittent softeners,
two or more tanks are intermittently filled with raw water and chemicals.
The treated water is then drawn off from one tank, while the other is filled
and agitated by a revolving paddle so as to insure mixing and to stir up old
sludge, which assists in settling out the new precipitate.
The water softening apparatus tisually includes some method of mixing
the raw water with the chemical reagents; the chemical reactions occur and
the impurities are precipitated in a sedimentation tank. Sometimes the raw
water is then passed through a filter tank.
Chemical Feed. Chemicals must be fed to a softener accurately in pro-
portion to the amount of water and to the impurities in the water. Other-
wise the water will deposit scale, or will contain an excess of unused reagents.
In some softeners the raw water flowing to the softener turns a water wheel
or operates a tilting bucket. This in turn operates dipper* in which the re-
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agents are ladled out to be mixed with the raw water. In one design part
of the water is separated from the main supply by orifices or weirs, and
flows through chambers containing the reagents. In another ^e, the water
displaces the reagent from the tank, at the same time diluting that which
remains in the tank. The raw water is sometimes passed through a hydraulic
motor, which drives a small chemical pviap. The feed can also be controlled
by hand, an operator adjusting the chemical pump to deliver the required
amount of solution each hour. Results are more satisfactory, however with
the automatic feed.
SedimetilalioM Tankt usually have a conical base, into which the precipi-
tates settle. The hot water and softening reagents arc delivered at the top,
and settle to the bottom, where the clarified water is withdrawn. In some
designs (see Fig. 221) an open feed water heater is placed above the sedimen-
tation tank. The heating chamber of the softener can be divided into two
compartments, one for heating the raw water, and the other the pure water
supply, the latter passing directly to the boiler feed pump.
Filltft. In some installations a separate filter is often dispensed with,
the sedimentation tank removing the impurities. Under other conditions a
low^ressure sand filter is placed between the sedimentation tank and the
bailer feed pump or meter, the water flowing through by gravity. The water
delivered should be crystal dear, containing no solids except those in solu-
tion, and practically no mud-forming properties. This clarified water will
leave no troublesome deposit in the feed lines, pumps or meters, and i>
especially suitable for boilers operated at high ratings.
In the hot process water softener, Fig, 221, the raw water flows over
heating trays, where it is heated by exhaust steam purified of oil to a tem-
perature within a few degrees of the Steam itself. The water falls from
the trays into the sedimentation tank. Immediately after the water is heated
to the boiling point or near it, the softening chemicals are added. In certain
waters, they may be added above the heating trays. A precipitate is formed,
which settles toward the bottom of the sedimentation tank, traveling much
faster than the water. Due to the lower viscosity of hot water, the precipi-
tation is much more rapid than in cold water. As a result the precipitate
passes to the conical bottom, from which it is removed by opening the blow-
off valve.
A chemical proponioner is used to regulate the proportion of lime and
soda ash to the raw water. A thin plate with a restricting orifice, is placed
in the raw water tine between the regulating valve and heater. A differential
pressure is set up on the two sides of the plate, proportional to the square of
the flow. This pressure is continually translated to an effective direct pres-
sure on the chemical orifice. The chemical solutions and the raw water
each pass through their respective orifices at exactly the same effective pres-
sure, so that the chemicals are always accurately proportioned to the raw
Tht chemical treatment is controlled by drawing a sample of the treated
water from time to time and titrating with standardized solutions, the whole
operation requiring about ten minutes. The titration readings are obtained
and then located upon a chart supplied with the softener, from which the
correct chemical treatment is immediately read. Thus the operator sees at a
glance what change, if any, is required in the amounts of the chemicals.
Zeolite Process. This process gives a water of lero hardness. The
softening agent is an artificial material (permutit) composed largely of sodium
compounds, which are exchanged for the incrusting (scale- forming) material
of die water. The hard water flows over the permutit which is packed in
a cylinder, or is forced through and flows from it with all scale-forming
material removed. The softener must be regenerated from time to time by
allowing a solution of salt to flow over it,'thus restoring its original com-
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510 FEED WATER
position and activity. If the water i» of a high desree of temporary or
carbonate hardneu, the zeolite process introduces a large amount of aodiwn
salt, and foaming may occur. With such waters the zeolite process is modified,
an intermittent or continuous equipment being connected throughi a filter
to a zeolite softener. Only lime is used in the tank, the soda compound being
secured from the zeolite. The filter is placed between the tank and the
zeolite softener to avoid any sludge coating the permutit particles, and thus
impairing its efficiency.
Bailer Compounds. Boiler compounds for scale prevention are tX'
tensively used in small isolated plants where the expense of a water-soften-
ing plant would not be warranted. While it is to be admitted that all
chemical reactions necessary to prepare a feed water should preferably take
place outside of the boiler itself, there is no doubt but that a compound suit-
able for particularly bad conditions and correctly used is to be preferred to
no treatment at all.
Results of Poor Water oil Boiler Operation
"DRIMING describes that phenomenon occurring in steam boiler operation, in
^ which water is delivered in belches with the steam.
Foaming of boilers is the production of large quantities of babbles in
the steam space.
If this water is carried out of the boiler, it erodes turbine blades,
increases the steam consumption and causes waste of lubricating oil in
reciprocating engines, while if the steam passes to a superheater, the water
may carry solids to accumulate there as scale.
Foaming and priming is encouraged by the presence of finely divided
suspended matter, such as carbonate of lime, or of oil or soluble salts, such
as sodium sulphate, either originalljr present or produced by the action of
water-softening chemicals. At maximum capacity, water-tube boilers will
stand a concentration of 200 to 300 grains of sodium sulphate per gallon;
when foaming begins, the impurities can be removed by the use of the
surface and bottom blow-offs. Even though some heat is lost, the removal
of sediment and the stopping of foaming increases the efficiency.
Foaming is also encouraged when oil is contained in the feed water
introduced mto boilers. The oil tends to collect on the tubes, to interfere
with heat transmission, and to break down into corrosive acids. Oil carried
in the exhaust steam from reciprocating engines or auxiliaries is removed
by passing the steam through a separator rather than by skimming or
filtering the condensate. The latter method is ineffective when the conden-
sate contains oil in an emulsified or finely-divided state.
Corrosion of boiler plates, tubes and rivets may be almost uniform tn
effect, in which case the action is difficult to detect, or it may be manifested
by visible grooving and pitting.
Corrosion of boiler metal is an electrolytic phenomenon by which a
neutral iron atom, in contact with two positive hydrogen ions in the water,
takes up their positive charges and becomes subject to oxidation. The
hydrogen film formed tends to reduce the speed of the reaction almost to
jero unless ox^en from the air or from acid-forming compounds is present
in the water. The removal of carbon dioxide or other acids by chemical
treatment, and the de-aeration of the water by pre-heating will prevent
Electrolysis or galvanic action with its resultant corrosion of the boiler
metal, occurs frequently in marine practice, due principally to the presence of
salt (NaCl) and air in the feed water. Zinc plates are therefore placed in
the drum to act as the electro-negative element, thus hindering
See the description of the Heine Marine Boiler in Chapter I.
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FEEDWATER ' SU
Causlie Embrittlement is a phenomenon which has lately received con-
siderable study, but as yet its action is not definitely established. In certain
localities in which boiler waters are of an alkaline character the development
of cracks around seams and rivet holes below the water line have caused
failures which can not be attributed to faulty materials or design. In-
vestigation of the subject seems to disclose the fact that these failures are
due to an embrittlement of the boiler metal. This embrittlement is pre-
sumably caused by the metal absorbing nascent hydrogen in such a way as
to impair its physical properties. This effect has been decidedly pronounced
in boilers using water containing a considerable amount of caustic soda,
which has been present either due to over-treatment of the water, or as the
result of the decomposition of the sodium bicarbonate NaHCOi occurring in
the raw water.
Scale Formation
SOLUBLE carbonates and sulphates when concentrated in the boiler are
precipitated as Rolids, which tend to accumulate and become baked into
hard layers known as "scale," which hag a high heat insulating value. As a
result, fuel is wasted, and the metal becomes overheated. Expansion and con-
traction strains follow and may greatly shorten the hfe of the tubes. Reports
from boiler insurance companies show that the majority of boilers inspected
— J,™ 1 /-~m impure feed water by scale or by corrosion and pitting.
It
r Surface
Fig. 313. Effect of Scale on Heat Transmi^on.
Fig, 222, by E. Rcutlinger, shows the high temperature difference neces-
sary in operating boilers with variation of heat transmission and of scale
thickness. For the clean heating surface, the rate of transmission was 166
B.t.u. per sq. ft. per hour per degree difference between the metal and the
water ; for the plate coated with Scale No, 2, which was 0.217 in. thick, oi
conductivity 23.85, the rate was reduced to 67 B.t.u. ; and for the plate
coated with Scale No. 3, of the same thickness, but of conductivity 8.06,
.1.- . :— 1-_ --. 5 ^jjiiy 3[ g(y puj. g pi^jg ^^^uii ^ heavy grease
ib. Google
512 FEED WATER
coating the rate was 13.5 B.t.n. The necessary temperature differences
can be read on the scale to the left, which shows that with scale the metal
must be maintained at a temperature several hundred degrees above that of
the water, when the boiler is driven at the rates now common.
The heat losses, which may be as great as 10 per cent, the damage to
the boilers themselves, the cost of repairs and cleaning; all these emphasize
the importance of preventing the formation of scale. Distilled water if
used exclusively is prohibitive in cost. The only practical method, when
scale-forming matter is present in the water, is to form soluble salts or
non-scale producing precipitates. Sodium carbonate (soda ash) can be used
for transforming sulphates, chlorides and nitrates to carbonates, while
calcium hydroxide (lime water or milk of lime) will correct acids and
bicarbonate s.
Two 200 H. P. Heine Crosa-Drum Marine Boilers on the Dredge-boat "Dixie".
Board Qf Port CommiMiooeri, New Orleana, L,a.
ib. Google
CHAPTER 15
BOILER TESTING
B".
results are to be expected. The whole matter should be thoroughly
understood both theoretically and practically.
Accurate tests depend very largely upon
observers. It is much easier to make mist
who are not familiar with practical testing.
Boiler tests are run to compare different boilers, stokers, etc; different
kinds o( fuel; different methods of operation, and so forth j but the object
of the trial in every instance is to determine capacity, or efficiency In relation
to capacity. To more definitely check the results, and to find the cause of
unusually low or high efficiency by investigating the losses, the performance
of the test and the analysis of the observations become more elaborate.
The Rules for Conducting Evaporative Tests of Boilers, formulated by
the American Society of Mechanical Engineers, 29 West ,19th Street, New
York, should be obtained and studied. All boiler tests should be made and re-
ported in conformity with these rules, so that intelligent comparison with
other boiler tests may be made.
A new edition of the A. S. U. E. Code will be available about the time
this book is published. If the following directions for conducting boiler
tests conflict with the new Rules, the Rules must be followed in preference;
but it is not expected that any serious differences will occur. In several
instances where it was considered appropriate, parts of the A. S. M. £. Code
of 1915 have been copied.
To facilitate understanding the preparations for and making of boiler
trials and computing the results, the subject will be treated in two parts.
In the first part, the simpler tests will be considered where the capacity only,
or the efficiency and capacity, are wanted. In such instances, only the useful
work done is measured, and the observations may be restricted to those
necessary to attain this end. In the second part, the further observations and
calculations necessary to prepare heat balances will be discussed. This
work Includes finding the amount and cause of the losses as well as the
amount of useful work done.
Personnel
'T'HE person conducting the test should have sufficient assistance to enable
-*■ him to oversee at all times everything connected with the test. He
should satisfy himself from time to time that the weighing scales, instru-
ments, etc., are giving correct indications and that all readings are being
correctly and punctually recorded. He should continually be on the alert
for any change in conditions, such as an unusual demand for steam, stoppage
of stokers, fans, feed pumps, and so forth. His assistants should be chosen
for their enthusiasm no less than for their ability; and it may prove wiser
to abandon and repeat the test rather than tMsntinue with an assistant who
shows contempt for, or lack of interest in, the proceedings.
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TESTING SIS
Condition of Boiler
"T^E condition of the boiler and furnace should first be ascertained, and
■^ described in the report of the test. If it is desired to demonstrate the
value of improved operating conditions, then a test should be run without
any change whatever, followed by another before which defective brickwork,
bafHes, etc., should be repaired, soot and scale removed and the boiler
put in generally clean and first-class working condition. If the expected
capacity or efficiency is not realized, the heat balance will probably show
the cause ; and if the necessary observations for calculating a heat balance
have not been made, then another test must be run for this purpose. Changes
can then be made in whatever direction the losses in the heat balance point,
and other tests run until the results expected are realized. Sometimes
several tests are run to enable an efficiency curve to be drawn at different
loads or to enable comparison to be made of operating under different
working conditions.
Duration
THE duration of the test must be sufficient to insure accuracy, and this
is governed by the closeness with which the amount of fuel and water
involved at start and stop can be ascertained. With oil, gas, etc., there is no
store of fuel in the furnace, and four or five hours is generally suflicient-
With coal, the amount of fuel in the furnace must be judged at start and
stop; and as this is often little better than guesswork, a much longer period
is necessary because the error in this judgment may be a noticeable per-
centage of the total fuel burned.
With mechanical stokers carrying a steady load, 10 hours may be suf-
ficient, but if there is much variation in load this should be greatly increased.
With hand firing, the duration should not be les« than & hours for
anthracite or 10 hours for bituminous coal. The trial should be long enough
for at least 2S0 pounds of coal to be burned on each square foot of grate
area. If an accurate efficiency test is desired, it should be continued for 34
hours ; but for capacity only, 3 or 4 hours is sufficient.
Simple Test Data
TF the capacity only is wanted, the coal need not be weighed or analyzed;
*■ but such tests are unusual since they give so little information. There-
fore, only those tests will be discussed in which both capacity and efficiency
are to be ascertained.
Observations are necessary to obtain the following quantities:
Weight of Feed Water
Weight of Coal
Heat Value of Coal
Temperature of Feed Water
Pressure of Steam
Quality of Steam
Particular accuracy is essential in determining the first three items. If
any of these are incorrect, the test is useless.
Weighing Feed Water
THE usual plan for weighing feed water is to have one or more tanks
on scales at a high level, discharging by gravity to a single tank below.
The lower tank should be larger than either of the others, and have no pipe
Ions except the suction line to the feed pump. The level of the
1 the lower tank should be noted at the commencement of the test
ib. Google
and be broaght back to this level at the end. The upper tanks may have
overflows, but irare must be taken that the overHow water cannot fall into
the lower tank. The upper tanks must be large enough so that there is
ample time for operating the Riling and dumping valves, weighing the water
and recording it. A simple rule will prevent mistakes — record immediately
the time of dumping each tank; and if there are more than one tank, number
them and record the time of dumping in separate columns.
Water Meters are not considered sufficiently accurate or reliable for
boiler testing; but in some instances it is almost impossible to avoid using
them. They should be carefully calibrated before and after the test hj
weighing water metered into suitable tanks. When calibrating meters,
care must be taken that all readings are from the same part of the cycle of
motions operating the counter. As water meters measure volume, the
temperature of the water during calibration must be taken, and the weight
of water at that temperature used in the calculations. Water meters of the
Venturi type, or weirs, are reliable; but should be calibrated. Automatic
water-weighers are installed in many large plants, and their readings may
be used after calibration and examination aa to reliability.
Water Gage, A scale should be mounted close to the boiler gage glass so
that the height of the water can be easily read. Note should be made of the
position of the scale and then it can be replaced accurately if the glass
breaks during the trial. The position of the scale relative to the boiler must
be definitely determined, so that the volume of water in the boiler cor-
responding to any distance on the scale can be computed if necessary, as
explained below.
Water gages should not be blown down for at least one hour before
starting and stopping, as this changes the water level in the glass, because
the temperature and consequently the density of the water in the gage and
connecting pipe, is changed.
The feed should be so managed that the water will be at the same level
in the boiler at the end of the test as it was at the start. If this is not done,
the difference in level must be allowed for by calculating the volume of
water in the boiler between the two levels. The weight of water, calculated
at the temperature in the boiler, must then be added or deducted as required.
The correction for difference in level must always be made in this manner.
Pumping in more water or blowing down are not permissible.
Leakage. Care must be taken that all valves and fittings are tight. Blow-
off pipes should be blanked off, or disconnected so that any leakage can
be seen and measured. Where the feed pipe connects with other boilers, it
may not be necessary to blank off these branches if they are provided with
two valves with a drain cock or plug between, which may be kept open dur-
ing the test to insure that no water is passing through leaky valves. Un-
avoidable leakage from pump stuffing boxes and so forth, must be weighed
and deducted.
Boiler leakage may be ascertained by closing all valves, maintaining
pressure by means of a very slow fire, and noting the fall of water in the
gage glass. Readings of this description should be taken every ten minutes
and continued until they show a constant rate.
Leakage from tubes in the feed water heater must be looked for, and
any such leakage either measured or cured.
Where drainage from heating systems is automatically returned to the
boiler, arrangements must be made to disconnect the system and discharge
the condensate elsewhere during the test.
The fundamental condition to keep in mind is that no water shall enter
the boiler during the test except that which is being weighed; and that all
the water which is weighed enters the boiler and leaves by way of the steam
space only.
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Weighing Coal
COAL should be weighed only about as fast as required, but the supply
must always be ample. In this way the amount on the firing Roor can
easily be estimated at any time, such as hourly. The same simple rule recom-
mended for feed is desirable here — record immediately the time of dumping
each wheelbarrow load.
Never trust to marks or tallies for weighing coal or feed water.
IVeighing Scales for coal and water should be examined carefully to
see that they swing freely, and should be tested to see that they balance
at zero and with standard weights of about the amount at which they will
be used. Platform scales are generally most convenient for weighing feed
water tanks and wheelbarrows of coal and ash.
Heat Value of Coal
fjEAT value of coal is fully treated in Chapter 13 on FUEL, where
'- -'' methods of working down samples and of analysis are described, and
representative analyses of fuels are given.
A imall sample should be taken from each wheelbarrow of coal be-
fore weighing. The amount taken should be about 1 per cent with
small anthracite and 2 per cent with bituminous coal. The bulk sample thus
obtained should be worked down to about 10 lbs. as described in Chapter 13.
Half of this is to be sent to the laboratory in an airtight fruit jar or similar
airtight package, and the remainder kept for reference or to replace loss.
The moisture in the coal is an important item and is difficult to get with
accuracy.
The moisture in the sample as received at the laboratory can be deter-
mined with fair accuracy. But since coal readily absorbs or gives off moisture
according to the humidity of the atmosphere, different analysts will often
obtain different results from the same sample.
Unless the bulk sample while being collected during the test and while
being worked down to a laboratory sample is kept in a cool place, it will not
be representative as to moisture. If the sample is collected and worked
down in a warm and drafty place, it may possibly lose as much as 2 per
Therefore, it is often preferable to determine the moisture during the
test, and for this purpose a small pair of scales ia required, sensitive to about
f4 oz. when weighing about 20 pounds. A sample of about 20 lbs, (separate
from the main bulk sample) is carefully selected to be representative as to
moisture, shortly after commencement of the test ; and after weighing, it ia
spread out on a sheet iron tray and exposed to a temperature of about 250°
F. for several hours. Care must be taken to protect the sample from strong
drafts which might blow away some of the dry dust ; and it is advisable to
cover the tray with a perforated sheet iron cover, leaving a space of an inch
or two between it and the coal. The tray may be placed on a flue or breech-
ing; but it must not be allowed to get too hot or some of the volatile matter
will be distilled off, thus giving an erroneous result. It may be necessary
to support the tray on bricks or the like to prevent the sample getting too
hot. For this determination, the coal should be crushed down so that the
largest pieces are not over !4 inch. The sample is carefully weighed before
and after drying for about four hours and then weighed every hour after*
wards until two consecutive weighings agree. The loss in weight divided
by the weight before drying, multiplied by 100 is the percentage of moisture
referred to coal "as fired.''
Feed Water Temperature
T^EED water temperature must be taken with a thermometer having the
■*■ scale graduated on the glass stem. There should be several Spare ther-
mometers so that breakage will not cause stopple of the test
ib. Google
The thermometer is placed in a thermometer- well screwed in the feed
pipe. The well should be deep enough to reach to the center of the pipe,
or at least well into the flowing water. It should not be in a packet where
the flow is sluggish. The well may be tilled with mercury or oil. Response
to changes of temperature is not as quick with oil as with mercury; but unless
there are unusually rapid changes of temperature, oil is quite good enough.
Recording thermometers are desirable when there is much fluctuation,
but they should be checked against the regular indicating thermometer
readings.
Thermometers and thermometer- wells are described in Chapter 11 on
HEAT, to which reference should be made as to care and methods of use.
Steam Pressure
'Pressure gages should be tested with a dead-weight tester with both
'• rising and falling pressure, and the case should he tapped gently to see
that the mechanism is free. Allowance must be made for head of water
in the connecting pipe if there is any.
Recording gages are useful for boiler testing, but their accuracy must
be established. The pen or other recording device most be quite free to
move with slight pressure fluctuations. The clock error — fast or slow — in
relation to the clock or watch used for the test, must be ascertained and
recorded.
Ample syphons must be provided to prevent steam reaching the gages.
Care of g3,ges and methods of use are described in Chapter 16 on
OPERATION.
Quality of Steam
IF the steam is not superheated, it must be tested for the amount of moisture
or entrained water present. For this purpose the throttling calorimeter is
used when the moisture does not exceed 4 per cent, and the separating calo-
rimeter for wetter steam.
Tke Throhling Calorimeter was invented by Prof. C. H. Peabody, and has
long been used with complete satisfaction. It is dependent upon the
adiabalic expansion of steam through a nozzle. The heat converted into
work as velocity of the steam, is returned to the steam as sensible heat when
the steam loses its velocity in the expansion chamber. As the total heat in
the steam is the same after expansion to atmospheric pressure as it was
at boiler pressure, it is obvious that some or all of the moisture present in
the high pressure steam will be evaporated. If too much moisture is pres-
ent, the resulting mixture will have a temperature of 212° F., while with dry
steam the temperature will be much higher, showing considerable superheat.
From the amount of superheat of the expanded steam, the amount of moisture
present in the steam before expansion can be readily calculated.
Taking dry saturated steam of 150 lbs. gage pressure, the total heat per
pound is 1196.1 B.t.u. The total heat per pound at atmospheric pressure is
1151.7, and the difference or 44,4 B.t.u. is used in superheating the steam at
atmospheric pressure.
If the steam contains 2 per cent of moisture the total heat is, for the
steam;
0.98 X 1196.1 = 1172.18
for the water:
0.02 X 337.8 = 6.77
1178.95 B.t.u.
The total heat in one pound of dry steam at atmospheric pressure and
212° F. is 1IS1.7, and the difference.
1178.95 — 1151.7 = 27.25 B.t.u.,
is available to superheat the steam after the moisture has been evaporated.
ib. Google
TESTING
= 59° R
As the speciiic heat of steam is 0.46, the amount of superheat will be:
2725 _
0.46
The temperature of the expanded steam will be shown by the thermom-
:r as:
212 + 59 = 271' F.
If a regular or standard instrument is not available for making the
<t, one may be made up of pipe-fittings as illustrated in Pig. 223.
Kc- 333. Throttling Calorimeter.
ib. Google
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TESTING S21
A piece of 4-in. pipe, 10 to 12 in. long, and screwed caps on each end
niake up the body of the calorimeter. Openings in the end are provided as
shown — steam inlet at A usually J^-in. pipe, thermometer and gage con-
nections at T, exhaust outlet at N of at least 1-in. pipe. Care must be
taken to offset the pipes A and N. The whole calorimeter is heavily lagged
to prevent radiation. The nipple A, through which the steam enters the
calorimeter, is made of composition, cut with pipe thread and provided with
an orilice for reducing the pressure and gaging the flow of steam. It is
shown in detail at (b). The orifice may be made V« inch.
Steam passes from the main through the oriAce xn A, in which it expands
and enters the chamber K at atmospheric pressure. If the calorimeter is
properly lagged so that no heat is lost by radiation, the heat content of one
pound of steam at the lower pressure in the calorimeter will be the same
as that at the boiler pressure.
Kent's formula for reducing the observations of the throttling calo-
"""'" '" « = .00 X H - 1151.7 -0.«(,.- 2.2) (^,
Jlf = Percentage of moisture in the steam
H= Total heat of the high pressure steam, P,
ta^ Temperature of the steam in the expansion chamber of the
calorimeter
L = Latent heat of the high pressure steam, P,
With low pressure steam, the outlet N of the calorimeter may be con-
nected to the condenser. In that case the latent heat llSl.7 and the specific
heat 0.46 in formula (63) are replaced by those due to the lower pressure
in the expansion chamber K.
The Mollier diagram given on page 416 is particularly applicable to the
solution of this problem. Its use is illustrated below :
Example 1. Boiler pressure, 100 lb. abs. : calorimeter pressure, 20 lb.
abs. ; calorimeter temperature, 250 deg. Find the percentage of wetness
Locating on the diagram the intersection of the 20-lb. line, and that for
the temperature 2S0 deg.. we find the heat content to be 1173 B.t.u. Follow-
ing this B.t.u. line until it intersects the 100 lb. pressure line, we read the
quality as 0.98. The priming will be (1 — 0,98) tOO — 2 per cent.
The range of use of the calorimeter depends upon the heat available to
superheat the steam. This in turn depends upon the boiler pressure and the
drop in pressure. To get sufficient accuracy, not less than 10 deg. super-
heat in the calorimeter is necessary.
The following is taken from the "Description of Steam Calorimeters"
in the A. S. M. E. 1915 Code.
"The percentage of moisture is determined by observing the number of
degrees of cooling that the thermometer in the low-pressure steam shows
below the 'normal' reading for dry steam, and dividing that number by
the 'constant' number of degrees representing 1 per cent of moisture.
"To determine the 'normal' reading of the low-pressure thermometer
corresponding to dry steam, the instrument should be attached to a horizon-
tal steam pipe in such a way that the sampling nozzle projects upwards to
near the top of the pipe, there being no perforations and the steam entering
through the open top of the noiile. The test should be made when the steam
in the pipe is in a quiescent state, and when the steam pressure is maintained
constantly at the point observed on the main trial. If the steam pressure falls
during the time when the observations are being made, the test should be con-
tinued long enough to obtain the effect of an equivalent rise of pressure.
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522 TESTING
To find the 'constant' for 1 per cent of moisture divide the latent
heat of the steam supplied to the calorimeter at the observed pressure or
temperature by the specific heat of superheated steam at atmospheric pres-
sure (0.46) and divide the quotient by 100.
"Finally ascertain the percentage of moisture by dividing the number
of degrees of cooling by the constant, as above noted.
"To determine the quantity of steam used by the calorimeter it is usually
sufficient to calculate the quantity from the area of the orifice and the absolute
pressure, using Napier's formula for the number of lb. which passes through
per second; that is, absolute pressure in lb. per sq. in. divided hy 70 and
multiplied by the area of orifice in sq. in. To determine the quantity by
actual test, a steam hose may be attached to the outlet of the calorimeter,
and carried to a barrel of water on platform scales. The amount of steam
condensed in a certain time is determined, and thereby the quantity dis-
charged per hour."
Separating Calorimeter, When the percentage of moisture is too lai^e
for the throttling calorimeter, the separating calorimeter. Fig. 224, is used.
In this the moisture is mechanically separated, just as it is in the ordinary
power-plant separator. Steam enters as indicated, passes down into the
perforated basin from which dry steam escapes through small openings
near the top, while the moisture is deposited in the bottom of the calorimeter.
The dry steam passes through the jacket surrounding the water, from which
Fig. 3J4. Carpenter SeparBting Calorimeter,
D,g,tze:Jbi Google
TESTING
it is discharged throug[h an orifice. This orifice can be used to i
the dry steam, or the discharge can be led to a condei^ser and the condensed
steam weighed. The quantity of water separated in the reservoir can be
determined by reading the special scale provided on the gage glass. The
weight of water collected divided by the sum of the weights of this water
and of the dry steam for the same period of time, gives a result which is the
percentage of wetness. In practice the results obtained with the separating
calorimeter are only approximately correct, because of the difficulty of draw-
ing a representative sample from the pipe line.
The calorimeter connection with the steam main, from which the sample
of steam to be tested is taken, should be made according to A. S. M. E.
recommendations. The ^i-in. pipe should extend across the main to within
)-i-in. of the opposite side, the end being plugged. Around the circumference
of this sample pipe should be drilled not less than twenty J^-in. holes,
spaced irregularly. The nearest hole should be at least J^-in. from the side
of the main.
Superheated Steam. Use a gas filled thermometer with enlarged
bore at the upper end. The thermometer well should contain mercury or
lott solder, and the immersed portion of the well should be fluted to cause
quicker response to fluctuations of temperature.
Where extreme accuracy is essential, make the stem correction aa
described on p. 373.
St; am Tables
"T^E report of the test should state which steam tables the calculations
■*■ were based on. Goodenough's tables are given on page 424 and are
used throughout this hook. If Marks and Davis's or Peabody's tables are
used, care must be taken to adopt their values as constants in the formulas
where they occur, such as in finding the factor of evaporation.
Starting and Stopping
SPECIAL consideration of the methods to be used in starting and stopping
the test is necessary. These must be well thought out beforehand, and
be suitable for the particular conditions to be encountered. Sufficient error
to render the test useless is easily introduced, unless the proper observations
are made quickly and simultaneously and immediately recorded.
With hand fired boilers, in order that the fire may be as nearly as pos-
sible in the same condition at start and at stop, the hre must be burned low
and cleaned both before the beginning and before the end of the test, so
that a clean fire is left on the grate in each instance. Thin fires are more
easily judged than thick ones. Bituminous coal tires should be 2 to 4 in.
thick at start and stop, and small anthracite fires may be 1 to 2 inches.
Colored spectacles should be used in examining fires, particularly so with
forced draft and soft coal, for little is to be seen, much less judged with any
accuracy, without them.
To start the test, rote quickly the condition of the fire, the water level in
the gage glass, the water level in the lower or suction tank of the feed
water tanks, and the time. Record these observations with the time as the
start of the test. Record the first steam pressure reading and the first teed
water temperature reading immediately afterwards.
To end the test, watch the fire when and after being cleaned, and as
soon as it is in the same condition as at the start, note the water level in
the gage glass, the water level in the lower feed water tank (preferably
stopping the feed pump) and the time, and record these as the end of the
test.
ib. Google
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TESTING S25
If there is any difference in the gage gtaaa level at start and st(^,
allowance is to be made later by calculation. If the water level is low in
the lower feed water tank, weigh the amount necessary to make up the de-
ficiency and add it to the total water fed; and if the water level is high,
bale out and weigh the excess and deduct it from the total.
When a water meter is used, the procedure at both start and stop is to
note the condition of the fire, the water level in the gage glass, the reading
of the meter, and the time. Record these observations with the time as the
starting and stopping times respectively.
Weigh back any excess coal left on the firing floor and deduct it from
the total.
In a plant containing several boilers where it is not practicable to clean
them simultaneously, the fires should be cleaned one after the odier as
rapidly as may be, and each one after cleaning charged with enough coal
to maintain a thin fire in good working condition. After the last fire is
cleaned and in working condition, burn ail the fires low (say 4 to 6 in.),
note quickly the thickness of each, also the water levels, steam pressure, and
time, which last is taken as the starting time. Likewise when the time
arrives for closing the test, the fires should be quickly cleaned one by one,
and when this work is completed they should all be burned low the same as
at the start, and the various final observations made as noted.
In the case of a large boiler having several furnace doors requiring the
fire to be cleaned in sections one after the other, the above directions per-
taining to starling and stopping in a plant of several boilers may be followed.
Mechanical Stokers. To obtain the desired equality of condition of the
fire when a mechanical stoker other than a chain grate is used, the procedure
should be modihed where practicable as follows :
Regulate the coal feed so as to burn the fire to the low condition re-
quired for cleaning. Shut off the coal- feeding mechanism and fill the
hoppers level full. Clean the ash or dump plate, note quickly the depth and
condition of the coal on the grate, the water level, the steam pressure, and
the time, and record the latter as the starting time. Then start the coal-
feeding mechanism, clean the ashpit, and proceed with the regular work of
the test
When the lime arrives for the close of the test, shut oiif the coal-feeding
mechanism, fill the hoppers and bum the fire to the same low point as at the
beginning. When this condition is reached, note the water level, the steam
pressure, and the time, and record the latter as the slopping time. Finally
clean the ash plate and haul the ashes.
In the case of chain grate stokers, the desired operating conditions should
be maintained for half an hour before starling a test and for a like period
before its close, the height of stoker gate or throat plate and the speed of
the grate being the same during both of these periods.
Report of Simple Test
Obtcn'ationt should be made punctually and immediately recorded. When
it is essential that a number of instruments be read simultaneously, there
should be an observer at each one. A signal should be given, such as by a
bell or whistle, when the readings are to be taken.
The frequency of taking the readings of steam pressure and feed water
temperature depends upon the extent and rapidity of the fluctuations. Usually,
half hourly observations are sufficient; but if there is considerable variation,
readings should be taken every 15 minutes.
Records. The observations should be recorded on separate sheets so that
different observers are not hampered by having to write in the same book.
The' plan of the test must be arranged beforehand and the duties of each
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S26 TESTING
observer dearly defined. In important and complicated tests, one or more
preliminary runs as rehearsals arc very desirable.
Make a note of every incident connected with the test together with the
time of its occurrence, however unimportant or unnecessary it may appear
at the time.
The record sheets should either be printed or made Up by hand before the
test, and the original sheets should be kept, no matter how dirty they may
be. Each record sheet should be dated and signed by the observer. As soon
as possible after completing the test or even during its progress, the whole
of the observations and remarks should be written up in a log book having
pages not less than letter paper size — 11 in. by S'/i inch.
It is desirable that the records show the coal and water consumption
each hour. This is easily done by allowing for the coal on the firing door and
for the height of the water in the gage glass at the end of each hour. But
this is only incidental and the orderly procedure of weighing full tanks of
water and of the regular quantity of coal must not be disturbed.
Chart. Where there are fluctuations of load, steam pressure and so forth,
it is advisable to plot a chart of the test. This may well be done white
the test is in progress. Unlooked for conditions are shown at a glance. Fig.
225 is a chart reproduced from the A. S. M. E. 1915 Code.
The form of report shown in Table 82 is suitable for the simpler kind of
test which has been described. Items may be added to record other
observations if desired, such as draft in uptake and at other points, weight
of water actually evaporated per hour, smoke, etc.
Sketches, photographs and descriptions should be attached, giving any
particular information such as condition of boiler and furnace, arrangement
of baffles and so forth.
Table 82.
Evaporative
Te«.
Description of
Boiler
-Rated H. P
Grate, Type
„-.Jirea
....- draft -
( I ) Steam pressure, lb. per sq. in
( 2 ) Percentage of moisture in steam — or superheat, '
( 3 ) Factor of correction for quality of steam„
(4) Feed water temperature, °F. — — — . —
{ 5 ) Factor of evaporation _
( 6 ) Equivalent evaporation per hour, from and at 212* F., lb....
( 7 ) Equivalent evaporation per hour, from and at 212' F.
per sq. It. of heating surface, lb— .... ~~ —
(8) Percentage of rated capacity developed
( 9 ) Percentage of moisture in coaL
(10) Dry coal per hour, lb
(11) Dry coal per sq. ft. of grate surface per hour, lb„
(12) Equivalent evaporation from and at 212° F. per lb.
of dry coal, lb_ .
(13) Heating value per lb. of dry coal, B.t.u
( 14) Efficiency, per cent - -
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TESTING
^1 I I I I I I I i I I
li
j| 1 1 1 1 1 1 ! I I I 1 1 I 1 1 i
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528 TESTING
Calculation of Simple Test
THE heading of the report should be filled in first. No explanation of
this part IS necessary, except to mention that the grate area is the
horizontal area between furnace walls, so that the grate area is the same
whether the grate is horizontal or sloping. In the following discussion, the
numbers at the commencement of paragraphs are those of the items in
Table 82.
(1) This is the average of the observations.
(2) Methods of linding the percentage of moisture in saturated steam
have been discussed. With superheated steam, the temperature of saturated
steam due to the pressure is found from the Steam Tables in Chapter 12
on STEAM, and deducted from the temperature of the superheated steam,
giving the number of degrees of superheat.
(3) When the percentage of moisture is less than 2, it is sufficient
merely to deduct the percentage from the weight of water fed, in which
case the factor of correction for quality is:
1 per cent moisture _y,
ater than 2, or it extreme accuracy is required,
\-M^f^' (65)
in which M is the proportion of moisture, H the total heat of I )b. of
saturated steam, q, the heat in water at the temperature of saturated steam,
and q the heat in water at the feed temperature.
When the steam is superheated, there is no factor of correction,
(4) This is the average of the observations. If there is an economizer
and the test is of the boiler and economizer together, then this item is
the temperature of the feed water entering the economizer. If the test is of
the boiler only, this item is the temperature of the feed water entering the
boiler, whether there is an economizer or not
(5) The factor of evaporation may be described as ths amount of heat
transferred to each pound of feed water passed through the boiler, divided
by the heat necessary to evaporate a pound of water from and at 212°.
Therefore :
''=w (*'
F = Factor of evaporation
H ^ Total heat of steam at boiler pressure or at pressure and tem-
perature of superheated steam
q ^ Total heat in water at feed temperature.
No allowance is to be made for moisture in the steam, as this is taken
(6) The total weight of feed water is first corrected tor differences
in level of boiler water gage and in feed suction tank if necessary. If
there is no superheater, this total weight is multiplied by item 3 to find the
total water actually evaporated. This is multiplied by item S 'to find the
total equivalent evaporation from and at 212° F., and divided by the duration
of the test in hours.
(?) This is item 6 divided by the actual water heating surface.
C8) Item 6 divided by 34.5 gives the B.H.P. developed. The B.H.P.
developed, divided by the rated H.P. of the boiler gives the percentage of
the rated H.P. developed.
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(9) This does not require further explanation.
(10) The total coal weighed out is Rrst corrected for diRerences in
quantity in furnace at start and stop if necessary, and for any coal re-
maining unused at end of test. The total weight of moisture as found by
item 9 is deducted, leaving the total weight of dry coal. Dividing this by
the duration of the lest in hours gives the dry coal per hour.
(11) This is item 10 divided by the grate area.
(12) This is item 6 divided by item 10.
(13) This is entered from the laboratory report.
(14) This is item 12 multiplied by 971.7 and by 100. and divided by
item 13.
Complete Test Data
A COMPLETE evaporative test includes several other observations in ad-
dition to those already described. These observations are directed
mainly to finding the parasitic losses by means of a heat balance. To begin
with, an ultimate analysis of the coal will be required, and this will be
stated as in item 25 of Table 86.
Temperature of Exit Cases may be taken with a gas filled thermometer.
To get the average in a large flue, specially long thermometers are made to
reach to the center or at least well into the gas current. An 0il pot, or
large thermometer-well may be arranged to hang into the flue, and the
thermometer will then have to be lifted out of the oil each time it is read.
Electric pyrometers of the thermo-couple type are the handiest in
ments for the purpose. The portable instrument shown in Fig. 226 is
convenient, for it may be connected to several "hot ends."
Various thermometers and pyrometers are described in Oiapter 1
HEAT.
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TESTING S31
The temperature of the air entering the ashpit, item 16 of Table 86,
may be taken as that of the boiler room in natural draft plants. With forced
draft, the temperature should be taken near the fan inlet. Inexperienced
observers should be warned against the danger of accident unless the fan
inlet is screened. If air heaters are installed, the temperature should be taken
both entering the heater and entering the ashpit, and so reported.
Particular care must be taken that the thermometer is not exposed to
radiation from nearby hot surfaces.
Flue Gas An(dysis. The average composition should be represented in
the samples collected. For use in computing heat balances, the sample should
be taken so as to include air leakage into the setting, and the sampling
tube should be placed in the uptake. Even in good commercial settings, the
COi may drop as much as 3 or 4 per cent between the combustion chamber
and the stack. This inleakage may not be excessive, but nevertheless the
conditions should be known. The efficiency of firing operations can be
studied by analysing "grab" samples taken from the furnace or from amons
the tubes, and plotting the results as shown on page 575.
Perforated sampling tubes are sometimes used, but a plain, open-end
pipe, drawing from the center of the flue, is generally favored. A radial
"spider" is also recommended by the Bureau of Mines. Fig. 227 shows a
sampling tube inserted in a Heine boiler. The tube should be placed at
least 3 ft below the damper and I ft. above the steam drum, through a
Fig. 337. Method of Inserting Sampling Tube.
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hole drilled in the brick wall and closed with asbestos packing. By con-
necting an ejector to the pipe, a small stream of gas is constantly drawn out
with the steam or water, and a representative sample can be drawn at any time
from the current moving toward the ejector. A continuous or average
sample representing one to six hours operation can be secured by the
arrangement shown in Fig, 228. The upper 2-gal. bottle, initially full of
water, is slowly emptied, drawing in the Hue gas. Such a sample produces
an average upon the basis of time, rather than load, and is reasonably repre-
sentative it the difference between the two water levels is 2 ft. or more,
so as to maintain the effective head nearly uniform. If the sample is to
stand over the water for more than two hours, or if it is subject to much
variation in COj content, it should be collected over a saturated brine solution
(one-fourth salt by weight) to minimize absorption by the liquid. All joints
in the pipe connections should be tight and coated with asphaltum paint.
The line can be cleaned more easily if crosses having removable plugs are
used instead of elbows, but the liability of leakage is increased.
A water-cooled or quartz tube is desirable tor the part ot the sampler
extending into the gas current, although a ^ to ^-in. metal tube is satis-
factory. For securing "grab" samples for combustion control, a \ii in, bore
copper tube is preferable. Tt has less capacity for the same nominal size,
and two or three rapid fillinRS of the burette suffice to clear it of air.
It can be easily inserted through cleaning holes, so that samples can be taken
from different points in the boiler.
Gat Analysis Apparatus. For determining the composition of flue gases
in ordinary boiler work one ot the simplest and most convenient instru-
ments is the Orsat apparatus. This instrument can easily be used by the
person conducting a test, or by some assistant whom he directs.
. Orsat Apparatus. The principal constituents of flue gas CCO„ 0, and
CO) can be measured in the Orsat apparatus by parsing a sample of the gas
successively into three solutions, each having a high absorptive capacity for
one of the constituent gases.
The apparatus, Fig. 229. consists ot a measuring burette, leveling bottle,
three absorption pipettes and the connections. The burette is filled with water
by raiting Ihe leveling bottle. The flue gas is then admitted to the header.
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TESTING
^g. 329. Onat Apparatua for Analyxing Flue Oa*.
drawn into the burette, and rejected to the atmaspliere. This b repeated
several times until the water is saturated with COi and the system is filled
with gas. A 100 cc. sample is then taken into the burette by lowerinR
the bottle until the surface of the water in the burette reaches the lowest
graduation when it b at the same level as the water in the bottle, thus
subjecting the sample to atmospheric pressure. Next comes the actual
measuring.
The gas supply is shut off, and the sample forced into the right-hand
pmette, where the COt is absorbed by a solution of KOH, caustic potash.
The sample is passed back and forth several times until its volume ceases to
decrease, when the solution is drawn to its original level in the upper neck
of the pipette and isolated again. The residual gas is then measured under
atmospheric pressure, that is, with the water in the bottle and in the burette
at the same level, and the loss in volume represents the percentage of COi
in the original sample.
The connection is now opened into the second pipette, which contains
an alkaline solution of pyrogallic acid. The oxygen in the remainder of
the sample is absorbed and the percentage determined in the same manner
as was that of the CO,.
The third pipette contains an ammoniacal solution of cuprous chlo-
ride, CutCl), which absorbs the CO, and the loss in volume in this third opera-
tion gives the percentage of CO. The cuprous chloride absorbs both CO
and oxygen, and would thus give an erroneous indication if all free oxygen
was not first removed. The oxygen is determined primarily in order to
ascertain the CO content. The analysis for O, and CO is not ordinarily
made unless the presence of CO is suspected, as when the COi percentage
is high and the supply of air may be dcRcient.
To prevent sudden temperature changes while the sample is being exam-
ined, the measuring burette is encased in a water jacket. The front legs
of the pipettes are filled with small glass tubing, to afford large contact
surface between the solutions and the gas, while the rear legs of the 0<
and CO pipettes are closed to prevent contact of the solution with the air.
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TESTING
This is not necessary with the KOH solution used for the CO,
measurements.
Orsat connections consist either of rubber tubings closed by pinch cocks,
or of glass tubing with ground-glass cocks. The latter system is considered
more reliable and operates satisfactorily when the cocks are clean and well
lubricated.
If momentary samples are obtained, the analyses should be made as
frequently as possible, say every 15 to 30 minutes, depending on the skill of
the operator, noting the furnace and firing conditions at the time the sample
is drawn. If the sample drawn is a continuous one, the intervals may be made
longer.
For determining the hydrogen and other unbumed combustible matter
in the flue gases, and for general gas analysis, the Hempel apparatus, or
some modilicatioii thereof, is required. Work of this kind should bt entrusted
to a person who is familiar with all phases of the subject.
The Hemfet Apparatvi works on the same principle as the simple form
of Orsat apparatus described, so far as the latter is applicable, except
that the absorption may be hastened by shaking the pipettes bodily, bringing
the chemical into most intimate contact with the gas. It is less portable and
in some particulars it requires more careful manipulation than the Orsat,
while for general analysis it is not adapted unless used in a well equipped
chemical laboratory. The absorption pipettes are made in sets which are
shaped in the form of globes, and a number of independent sets are required
for the treatment of the different constituent gases. A simple pipette of the
Hempel type is shown in Fig. 230.
Fig. 330. Hempel Hpette.
The method of carrying on an analysis with the Hempel apparatus
is as follows :
A sample of gas measuring 100 cc. is drawn into the burette, and then
transferred to the first pipette, which contains potassium hydrate dissolved in
twice its weight of water. This solution absorbs carbon dioxide (COi).
The gas is then passed into the second pipette, containing saturated bromine
water, which absorbs the heavy hydrocarbons (C1H4); then into the third
pipette, containing a solution of pyrog^llic acid and potassium hydrate in the
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proportion of 5 grains ot acid to 100 cc. of hydrate, which absorbs oxygen
(O); then into the fourth pipette, containing ammoniacal cuprous chloride,
which absorbs carbon monoxide (CO), and finaliy into the fifth pipette,
which is of large size and provided with exploding wires and galvanic
battery, for the determination of marsh gas (CH.) and hydrogen (H), A
measured quantity of oxygen gas is added to this pipette and the contents
exploded by an electric spark from the battery, resulting in a mixture of
carbon dioxide, nitrogen and free ox^en. The quantity of carbon dioxide ij
determined by passing the gas into Ihe pipette containing potassium hydrate,
and the quantity of oxygen by subsequently passing it into the pipette con-
taining potassium pyrogallate, finally determining the quantity of marsh gas
and hydrogen from the known reactions which occur during this process,
and the composition of the resulting gases.
For each of these processes the pipettes are shaken to hasten the absorp-
tion, and the quantity absorbed is determined by returning the gas into the
measuring burette and observing the successive differences.
The ashes and refuse withdrawn from the ftrnace and ashpit during the
progress of the test and at its close should be weighed, so far as possible,
in a dry state. If wet, the amount of moisture should be ascertained and
allowed for, a sample being taken and dried for this purpose. This sample
may serve also for analysis for the determination of unburned carbon and
for fusing te.iits.
When the ashes and refuse are to be reported, the ashpit and combustion
chamber must be cleaned at the beginning and end of the test, and the
amount found at the end of the test weighed.
The dust and ash from the combustion chamber, tubes and flues, should
be weighed separately. With heavy forced draft there may be a considerable
amount In some instances endeavor is made to determine the amount
carried up the stack. But it is practically impossible to ascertain these
quantities with any precision.
The temperatures tn the furnace and combustion chambers may be taken
by means of electrical or optical pyrometers. These instruments are
described in Chapter 11 on HEAT.
Draft gages should be connected between each boiler and its hand-
damper, and as near the damper as practicable. In the case of a plant con-
taining a number of boilers, a gage should also be connected to the main
fiue between the regulating damper and the boilers. It is desirable also to
have gages connected to different points of the gas passage through the
boiler; to the furnace or furnaces, and in the case of forced draft, to the
ashpits and blower ducts. If there is an economizer, a gage should be con-
nected to the flue at each end of it.
The same draft gage may be used for all the points mentioned, provided
suitable pipes are run from the gage to each, arranged so as to be readily
connected to either point at will.
Draft gages are discussed in Chapter 16 on OPERATION.
The height of the barometer should be observed during important tests
and the average given in item 15. It is common to add 14.7 lb. to the
gage pressure to find the absolute pressure ; but the actual Etmospheric pres-
sure as read from the barometer should be added instead if extreme
accuracy is desired.
The humidity of the atmosphere should be observed for particularly
accurate work. The usual wet and dry bulb thermometer, preferably of the
sling type, is suitable for this purpose. Table 83 gives the relative humidity
from the wet and dry bulb thermometers, Table 84 gives the weight of
moisture present, and Table 85 gives the weight of saturated air. The
relative humidity is entered as item 16.
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TESTING
T.^,.
Dia«»»b«tww> Dry ud WM Tbamoa,
Mw^IJ^BWir.
1
2
S
«
s s
^
8
•
06.8
78.1
84.9
34.0
66.6
70.0
1.5
35.3
55.2
14.3
41-0
26.9
12,9
30
40
50
89.1
91,6
78.3
83.4
87.0
67-5
76,3
80.6
56.8
67.5
74.3
46.6
68^0
36,4
62.4
61.9
26.3
46.0
65.8
16.5
37,7
50,0
6,8
30,6
44,3
60
70
80
94.6
96.3
06.8
89.0
00.6
91.7
83.6
86.0
87.7
78.3
81.6
83.7
73.1
77,2
79,9
68.1
73.9
76.1
63.1
72^3
68,3
64,4
68.6
63.6
60.4
65,0
90
100
110
96.1
96.6
96.7
92-3
03.0
88.7
89.7
90.3
85,1
86.4
87.2
81.7
83,2
84,2
78,3
80.0
81.2
75,0
77,0
78.3
71.7
74.0
75.6
7l!o
73.9
120
130
07.0
97.1
94.0
04.2
01.0
01. 3
88.0
88.5
86.1
85.7
82.3
83,1
79.6
80.6
76.9
78.1
74.3
75.7
! 10
11
12
IB
1*
16 1 16
IT
IB
23.6
38.7
49.1
16.6
33.2
44.6
9.7
27.8
40.1
3.0
22-4
35.7
50
60
17,2
31,4
13.1
27.1
7.0
22.8
2,0
18.6
u.h'
70
80
90
56.4
61.5
65.3
52.6
68.1
63.1
48.7
54.8
59.1
44,9
51.5
56.1
41.1
48,3
53,2
37,4
44.9
50,2
33,8
41.7
47.4
30.3
38.6
44.7
26.9
36.6
42.0
100
110
120
130
68.0
70.2
71.8
73.4
85,1
67.6
69.4
71.1
62.3
65.0
67.0
68.8
59,6
64^6
66,6
66,8
60,0
62,3
64,5
64.3
57.5
60.1
62.4
51.6
55.1
67.9
60-3
49.1
52.8
55.7
58,3
46.7
50.6
63.6
56.3
19
20
11
22
33
U
2G
2«
2T
10.5
32^6
6.5
20.2
2.6
17.0
27.0
70
80
14,0
24,3
11,0
21.6
8.0
19.0
6.0
16.4
2.1
13.9
'ii'/i
(90
too
110
120
130
39.4
44.4
48.3
38.8
42.1
46.1
34.3
44!o
31.9
37,6
42,0
29,5
35,6
40,0
27.2
33.4
38.0
24.9
31.3
36.1
22.6 30.5*
29.3 27.4
34.2 32.4
51.6
54.4
49.6
62.6
47.6
50.6
45,6
48.7
43.7
46.9
41.8
45.1
40.0
43.4
38,2 36.4
41.7 40,0
<S
E«
ao
1
80
90
100
9.0
18.3
25.5
6.7
16.2
23.6
4.4
14.1
21.7
,
i i
110 1 30.6
120 34.7
ISO 1 38.3
28.9
33.0
36.7
27.2
31.4
35,2
1
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TESTING
T«ble 84. WeiKht of Moisture per 1,000 Lb. of Dry Air.
in Pounds.
Dty
Mwmry
0
1
2
8
«
«
«
■
0.0383
0.0631
0.1026
0.8
1.3
2.1
0.5
1.0
1.8
0.3
0.8
1.5
0.0
0.5
1.2
0.2
0.9
20
0.6
0,3
30
40
50
0.1640
0.2477
0.3625
3.4
5.2
7.7
3.0
4.8
7.2
2.7
4.4
6.7
2.3
3.9
6.2
1.8
3.5
5.7
1.6
3.1
6.2
1.2
2.7
4.7
0.9
2.3
4.3
60
70
80
0.6220
0.73flG
1.0290
11.0
15.8
22,2
10.4
15.0
21.2
9.8
14.2
20-2
9.2
13.6
10.3
8,7
12,8
18,4
8.1
12.1
17,5
7.5
11.4
16,7
7.0
10,7
15,8
80
100
110
1.4170
1.9260
2.5890
30.9
43.3
60.6
29.7
41.6
67.5
40^0
65.4
27.3
38.4
53.4
28.1
36.8
SI. 5
25.0
35,4
49.6
23,9
34 0
47,8
22.8
32,6
45,9
120
130
3.4380
4.5200
82.5
112.5
79.7
108.9
76.8
105.3
74,1
101.7
71,4
88.3
84-S
68,3
81. 7
63.9
88.6
S
S
TO
11
12
IS
11
IS
IS
0,6
1,9
3.8
0.3
1.6
3.4
1.2
2.9
0.8
2.5
0.8
2.1
0,2
1.7
1.3
3.4
60
0.9
0,5
60
70
80
6.4
10.1
15.0
5.9
9.4
14.2
6.4
8.8
13.5
4.8
8.2
12.7
4.4
7.6
11.9
3.9
7,0
11,2
0.4
10.4
16,0
2.9
6.8
9,7
2,5
6.2
9,0
90
100
110
21.8
31.2
44.1
20.8
29.9
42.4
19,8
28.6
40.7
18,8
27-3
38.1
17.9
26.2
37.6
16,8
25,0
36,0
23.9
34,5
49.0
15,2
22-8
14.3
21.7
31.6
120
130
61.5
86.7
69.3
82. S
57.1
79.9
65.1
77.1
53.0
74.3
61.0
71.6
68,0
85.3
47.0
66.2
45.1
63.6
"
IB
»
20
It
£2
28
U
iS
0.1
2.0
4.7
60
1.6
4.1
1.1
3.6
0.7
3.1
6.3
2.6
70
2.1
1.6
1.1
0.7
80
90
100
8,4
13.5
20.7
7.7
12.7
19.7
7.1
11.8
18.7
6.5
11. 1
17.7
6.9
10.3
16.8
6.3
9,6
15,8
4,7
8,9
14,9
4.1
8,1
13,9
3.5
7.4
13,0
no
120
130
30.1
43.2
61.1
28.8
41.4
58.6
27.5
56'3
26.3
38.0
54.1
25.0
36.5
52.0
23.8
35.0
50.0
22.6
33.5
48.0
21,5
32,0
46.2
20,3
30,5
44,4
IS
2T
£B
»
30
80
00
2.9
6.7
2.4
6.1
1.9
5-4
1.3
4.8
21
100
no
120
130
12.1
19.2
29.1
42. a
11.3
18.1
27.7
40.9
10.6
17.0
26.3
38.2
9.7
16.0
25.1
37.5
8.9
16.0
23,8
35,9
ib. Google
S40 TESTING
Table 85. Wdsbt in Pound* of One Cubic Foot of Saturated Air.
Drr
'V
S«
„
tt
»
■0
0
10
20
0.0750
0.07338
0.07180
0.07788
0.07620
0.07466
0.08077
0.07903
0.07733
0.08366
0.08185
0.0S009
0.08064
0.08468
0.08286
30
40
60
0.07027
0.06879
0.06732
0.07297
0.07143
0.06992
0.07569
0.07409
0.07262
0,07839
0.07675
0.07612
0.08110
0.07942
0.07773
00
70
SO
0.06588
0.06442
0.06297
0.06S43
0.06602
0.06642
0.07098
0.06943
0.06789
0.07353
0.07193
0.07034
0.076O9
0.07440
0.07280
BO
100
110
0.06146
0.05991
0.05828
0.06388
0.06228
0.06060
0.06629
0,06465
0.06293
0.06870
0.06703
0.06528
0.07112
0.06939
0.0B769
120
130
0.05663
0.05467
0.05882
0.05692
0.06111
0.06917
0.06339
0.06142
0.06669
0.00367
Report of Complete Test
TABLE 86 contains the items necessary for recording a complete evap-
orative test The sequence of the items has been chosen so as to keep the
same numbers as were used in the short report, and so avoid confusion in
explaining the different items. The actual form of report used should be
that prescribed in the A. S. M, E. Code.
Table 86. Complete Evaporative Tett.
...Duration Conducted by__
Heating surface, boiler™
....economizer....
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
...^r superheat, 'F....
Factor of correction for quality of stcam_.
Feed water temperature "F
Factor of evaporation ™ ,
Equivalent evaporation per hour, from and at 212' F., lb,...
Equivalent evaporation per hour, from and at 212° F.
per sq, ft. of heating surface, lb.
Percentage of rated capacity developed — _.
Percentage of moisture in coal -
Dry coal per hour, lb....
Dry coal per sq. ft. of grate surface per hour, lb.
Equivalent evaporation from and at 212* F. per lb.
of dry coal, lb
ib. Google
TESTING
(15) Barometer, in. of mercury.
(16) Relative humidity of air for combustion, per cent....
(17) Temperature of air for combustion, T,
(181 Furnace temperature, °F__ ;.
(19) Temperature of gases leaving boiler, 'F.
(20) Draft pressure in ashpit, in, of water.
(21) Draft in furnace, in. of water
(22) Draft, leaving boiler, in. of water
(23) Refuse, per cent of dry coal , ,
(24) Combustible in refuse, per cent —
(25) Ultimate analysis of dry coal:
(a) Carbon, per cent
(b) Hydrogen, per cent
(c) Oxygen, per cent .
(dj Nitrogen, per cent , —
(e) Sulphur, per cent .
(f) Ash, per cent —
(26) Fusion temperature of ash
(27) Analysis of flue gases by volume:
(a) Carbon dioxide .—
Cb) Oxygen — — -
(28) Heat balance based on dry fuel:
Description
B.tu.
Percent
(b) Loss due to evaporation of moisture
(c) Loss due to heat carried away by
steam formed by the burning of
(d) Loss due to heat carried away in the
(f) Loss due to combustible in ash and
(e) Loss due to healing moisture in air
(h) Loss due to unconsumed hydrogen and
hydrocarbons, to radiation, and un-
1
(■) Total heating value of 1 lb. of dry coal.
Item 13
loao
Calculation of Complete Test
In the following explanation, the item numbers are given at the com-
mencement of the paragraphs:
(1 to 14) These are the same as in the short report.
(15) This is the average of the observations. It is to be converted
into lb. per sq. in., and added to the gage pressure, item 1, to find the
absolute pressure wilh which to enter the steam tables.
(16) This item will be used in computing item £ of the heat balance.
ib. Google
542 TESTING
tl?) This is the average of the observations. It is osed as the basic
temperature in findins the losses set forth in items b, c, d and g of the
heal balance.
(18) This item is not used in the calculation of any of the results.
It is necessary in researches into the transfer of heat hy radiation and
convection. It may also have some value in iavestisationi as to any unusual
formation of clinker in conjunction with item 26.
(19) This item is used as the higher temperature in finding the losses
set forth in items b, c, d and g of tilM heat balance.
(20, 21 and 22) These items are recorded for comparison with other
tests.
(23) This item is used to compute the weight of air required and the
weight of gases, in computing items d and g of the heat balance.
(24) This item is used in the calculation of item f of the heat balance.
(25) This is the laboratory report.
(26) This is the laboratory report, and is of service in investigating
instances of unusual clinker formation. See also the remarks on item 18.
(27) This is the average of the observations, and is used in the calcu-
lation of items d and e of the heat balance.
The value of this analysis in promoting economy is discussed in Chapter
16 on OPERATION.
Heat Balance
IJAVING given attention to the rest of the items, the construction of the
'■ *■ heat balance can now be proceeded with. The heat balance may be
made on the basis of coal as fired or of dry coal. The usual basis is dry
coal, and the calculations will be studied in this manner. When the general
method is understood, it is easy to make the heat balance in either of the
ways mentioned. The letters at the commencement of the paragraphs are
those of the items in the heat balance 28.
(a) Heat absorbed by the boUer. Item 12 X 9717.
(b) Loss due to evaporation of moittvre in coal. This moisture is heated
from the lire-room temperature, item 17, to 212 deg., evaporated, and super-
heated to the flue gas temperature, item 19. The latent heat of evaporation
is 9717, and the specific heat of the superheated steam is 0.47.
The percentage of moisture, item 9, is always reported on the weight
of coal as fired. As the heat balance is based on dry coal, the moisture
should be converted to this basis, though if the amount is small, the error
is n^iigible. Thus 2 per cent of moisture becomes 2 X 100/98 = 2.04 per
cent ; and 10 per cent becomes 10 X 100/90 = 11,11 per cent.
If coal containing 2 per cent of moisture is tired at 60 deg., -and tbe
gases Irave the boiler at 500 deg., then each pound of water takes up :
212 — 60= 152.0 (Heating to 212 deg.)
9717 (Latent heat of evaporation)
500—212 = 288, and288x0.47= 136.0 (For superheating)
Total = 12S97 B.t.ii. per pound.
Each pound of dry coal is accompanied by 0.0204 lb. of water and this,
multiplied by 12597, gives 26 B.t.u.
ib. Google
(c) Loss due to heal carried away by sleam formed by Ike burning of
kydrosen. This is dealt with similarly to the moisture loss, except that the
Steam resulting is 9 times the weight of the hydrogen. Assuming the same
fire-room and flue gas temperatures as before, the loss will again be 12S97
B.Lu. per pound of steam formed. With dry coal containing 4 per cent of
hydrogen, there will be 0,04 X 9 = 0.36 lb. of steam formed per pound of dry
coal ) this multiplied by 12597 gives 453 B.t.u.
id) Losi due to heat carried away in the dry flue gases. This is nearly
always the largest single item of loss. The temperature of the gas is raised
from that of the (ire-room, item 17, to the exit temperature, item 19. This
rise of temperature multiplied by 024 (the assumed specific heat) is the
B.t.u. loss for each pound of gas. From a fire-room temperature of 60
deg. to a flue-sas temperature of 500 deg., the loss is 440 X 0-24 = tOS.ti
B.t.u. per pound of Hue gas.
The weight of gas is computed from the flue gas analysis. An example
is worked out in Table 87 to facilitate understanding the method.
Tkble 87. AnalyM* of a Sample
of Flue Ou.
•SSff
"^■r
Vdchu
EVrcotby
Cuban
Ctaytm
Gil
PwOMlt
N— M
1 \^
U/UslCOt
mnd
12/3801CO
ttLI*MCOt
16/*»o(C0
>
..
12-1- (16X2) =44
12+ 16 -2S
16X2 =32
14X2 -2^
IV 1 V
VI
VII
VIII
CO,
CO
o
N
14.0
1.0
3.0
82.0
016
28
96
2,296
20.29
0.B2
3.16
76.63
6.53
14.76
0.63
3.16
76.63
100,0
5.92
IS. 45
The lotal amount of carbon in the gases (column VI) is 5.92 per cent.
Therefore the weight of dry gases is 100/5.92 = 16.89 lb. per pound of
carbon. If the dry coal contains 80 per cent at carbon and the carbon lost
to the ashpit is 2 per cent of the dry coal, then the carbon burned is 78
per cent of Che dry coal, and the weight of dry gas is 16.89 X 0.78 = 13.17 lb.
per pound of dry coal. As shown above, 105.6 B.tu. are used to heat
one pound of dry gas from 60 to 500 deg.. and 13.17 X 105.6 = 1390 B.t.u.
Study of Table 87 will show that the molecular weights may be can-
celed and the following formula derived for the weight of dry flue fas
W-
1 1 CO. -I- 80, -H 7tCO + N.)
3 iCO^ + CO)
(^+il33)
(67)
iV = Weight of dry gas per pound of dry fuel
CO,, CO, Oi, N, ^ Percentages by volume in flue gas analysis
C, S = Percentages by weight from ultimate analysis of dry fuel.
C is the carbon actually burned, that lost in ashes and
refuse being deducted.
ib. Google
■32
«3
ib.Google
(e) Lots due to carbon monoxide. When carbon is burned to CO,,
14,540 B.t.u. are evolved per pound, as against 4,350 B.t.u. when burned to
CO. Tlie diiTerence — 10,190 B.LU. — is the loss due to each pound of carbon
burned to. CO,
Table 87, column VI, shows that 0.39 lb. of carbon are burned to CO
out of 5.92 lb. of carbon present in the gases. The proportion of carbon
burned to CO is 0.39 X 100/5.92 ■= 6.59 per cent ; the carbon present in the
gases is ?8 per cent of the dry coal, so that 0.0659 X 0,78 = 0.OS14 lb. of
carbon are burned to CO per pound of dry coal. The loss per pound of dry
coal is 0.0514 X 10.190 = S24 B.t.u.
Without proceeding according to Table 87. the CO loss may be found
1-= ^o';°.-n XI C+Vkr |X10,1M (68)
'^(^+-iia-)>
= Loss in B.t.u. due to unbumed CO
10,190= Difference between the heat generated by burning 1 jioutid
of carbon to COt and CO respectively,
and the rest of the symbols are as in equation (67).
With bituminous coals the presence of CO generally indicates the presence
of unbiirned hydrocarbons also, so that the whole loss due to combustible in
the gases may be assumed to be about double that due to the CO loss. With
the anthracites, the CO loss will be the whole loss under this head.
(/) Loss due to combustible in ash and refuse. The combustible in the
ash is the main part of this loss. Sometimes the amount is assumed as the
difference between the percentage of ash as weighed up during the boiler test
and that found by the coal analysis. Or a representative sample of the ash
can be analysed; if it contains 213 per cent of combustible, and the ash is 10
per cent of the dry coal, then 0.2 X O.I = 0.02 lb. of combustible in the ash
per pound of dry coal. This can be considered as coke and valued at 14.540
B.t.u. per pound. The loss will be 14.S40 X 0.02 — 291 B.t.u. per pound of
dry coal.
(c) Loss due to heating moisture in air. With the readings of the wet
and dry bulb thermometers the weight of moisture per pound of air may be
found from Table 84.
The weight of air per pound of dry fuel is;
A = ir + lUO — C (69)
A =: Weight of air per pound of dry fuel
W = Weight of dry gas per pound of dry fuel
f/,0 = Weight of water vapor in Item 28c, or 9 X Item 2S(i
C = Weight of fuel per pound of dry coal in products of c
. .. , Item 23
busfon, 1 - -jg^—
13.I7 + 0J6 — 0J8=I2.7Slb.
The weight of saturated vapor per pound of dry air at 60 deg. is found
from the hygrometric tables to be 0,011 ; if the humidity is 75 per cent, the
weight of vapor will be 0.011 X 0.75 = 0.008 lb. per pound of dry air. As the
weight of air per pound of dry coal is 12,75 lb., the weight of vapor in the
air is 12JS X 0.008 = 0.102 lb. per pound of dry coaL The rise in tempera-
ture by the specific heat of the vapor is 440 X 0.47 = 207 B,t.u. per pound
of vapor, and 207 X 0.102 = 21 B.t.u. per pound of dry coal.
ib. Google
very small anil is usually ii
(A) Lnji due lo nneoniumed hydrogen and hydrorarboni, to radialii/n,
and tmaccouuted for. The flue gas analysis rarety includes a determination
of the unconsumed hydrogen and hydrocarbons, and the losses due thereto
are usually included in this general item.
The loss due to radiation is from 3 to 8 per cent of the heat value of
the fuel. When the boiler is driven hard and the temperature within the
setting is high, the actual radiation loss is larger but is a smaller percentage
of the heat generated ; whereas at very low rates the actual loss is less, but
■s a larger percentage. Accurate measurement is impracticable: the radiation
and "unaccounted-for" losses are usually lumped in one item, which is simply
the difl^erence between the sum of the rest of the items, and the heat value
of the dry coal, item f.
A heat balance may now he made up as an example with the figures
assumed, and Table 88 will ilhmtrate the method.
Table B8. Heat BaUnce.
Heat absorbed by bcnler ••equivalent evaporation from
and at 212 deg. per pound of dry coal X 971.7(a)
Loss due to evaporation of moisture In the coal (b)
Loss due to heat carried away in the steam formed by
combustion of hydrc^en in the coal (c)
LoM due lo heat carried awair in the dry flue gasea (d) . . .
Loss by incomplete combustion of carbon to CO (e)
combustible in ash and refuse (f)
heating moisture in air (g)
-"''''"■•"" unconsumed hj^rogenand hydro-
Loss due
carbons, and unaccounted for (h) .
Total calorific value of onepoundof drycnal. Item 13 (i) 13,850
The second column is filled in first, and hy dividing the different numbers
of B.t.u. by their total, the percentages to be written in the third column
EfRciency
THE efficiency shown by item a of the heat balance is the same as item H.
It is the combined efficiency of the whole — boiler, auperheater, furnace!
grate— and is frequently called the overall efficiency. The consensus of
opinion is that this is the only efficiency which should be reported.
Attempts liave been made to separate the overall efficiency into boiler
efficiency and furnace efficiency, and have resulted in much confusion. At
present, it is absolutely impossible to decide what proportion of the losses
due to unburned combustible gases and to radiai.on should be charged to
the boiler and furnace respectively; and this proportion would very properly
vary according to the relative poorness of design of the boiler and stoiter.
While it would be valuable to know the furnace and boiler efficiencies sep-
arately, it must be ailmitted that up to the present no method of finding
them has been proposed which is not highly c—— *■ —
ib. Google
TESTING 547
Accuracy
THE absolute accuracy of the results of a boiler test even when conducted
with the greatest care is doubtful, but there is as yet no common agree-
ment as to what the probable limits might be. It is generally conceded,
however, that there are several sources of indeterminate error, ili» iiiuii. im"
poflant -of ff hich,-are dism^sed-Jariowr The limits of accuracy of a test
migKt very reasonably be taken to be within plus or minus 3 per cent.
One of the sources of probable error is the sampling of coal. Even when
the greatest care is taken to obtain a representative sample, there may be an
indeterminate error in ascertaining the heat value of the coal, even though
the laboratory analysis is most reliable. With modern apparatus these
laboratory detcrminnlions should be substantially correct as regards the
sample tested; but the question as to how truly the sample represents the
whole, is always present.aiid etuumrliiranswtieJ iiidHbitablr.
Another is the moisture contained in the coaL As-eitplaiHed~jnJhc-pw-
«(ling r'""'fl'"'pfl t*" sampling is more or lesS'^incertain. It is contended
by some that if the attempt is made to determine the moisture during the
test, ths methods of drying and weighing are unreliable; while others con-
tend that though the moisture as determined in the laboratory is accurate
so far as the sample delivered to the laboratory is concerned, this sample
probably does not represent the bulk of the coal actually burned since there
must inevitably have been more or less loss of moisture during the collec-
tion, preparation and handling of the sample.
Similarly, it is problematical whether the samples collected for the r
determination of the moisture in steam and for gas analysis are representative '
of the bulk, although the testing of the samples obtained may be quite
It is not unusual for heat balances to be reported to the nearest B.t.u.
and to the nearest one-tenth of 1 per cent. But the present state of the art of
bailer testing does not provide means for attaining anything like this ac-
curacy. In general, results should be reported only to the nearest significant
figure. Reporting results of any kind in small units is likely to convey an
erroneous idea as to the real accuracy of the figures.
It is therefore quite logical in the case of guarantee tests, that a sub-
stantial compliance with the guarantee be accepted as full compliance there-
with, although preferably a limit of tolerance should be agreed upon before-
hand by the parties to the test. The amount of this tolerance might well
hear some relation to the care exercised in arranging the details of the test
Steam Consumption by Auxiliaries
THE steam or power used in generating forced or induced draft, reducing
smoke by means of steam jets, driving stokers, atomizing liquid fuel.
oil heaters, oil pumps, and so forth, should be determined and specifically
reported. No deductions on this account are to be made : but they may
conveniently he reduced to a percentage of the steam generated.
The method of finding the steam consumption of auxiliaries by means
of the rate of flow of steam through a nozzle or an ori5ce in a thin plate is
described on page 421,
SOOT accumulations are seldom accounted for, as the quantity is small
during an ordinary trial. The quantity of combustible carried oflf in the
gases as smoke is determined only rarely. A prepared surface of 21 sq. in. in
area suspeiided in a stack has been found to collect 9 to 184 milligrams
per hour.
ib. Google
Smoke
NO wholly satisfactory methods for either quantitative or qualitative smoke
detennina lions have yet come into use, nor have any reliable methods
been established for delinicely lixing even the relative density of the sniokc
issuing from chimneys at different times. One method commonly employed,
which answers the purpose fairly well, is that of making frequent visual ob-
servations of the chimney at intervals of one minute or less for a period of
one hour and recording the observed characteristics according to the degree
of blackness and density, and giving to the various degrees of smoke an
arbitrary percentage value rated in siome such manner as that expressed
in Table 89.
Table 89. Smoke Percentases.
Dense black 100
Medium black „ „._ - 80
Dense gray _ _ 60
Medium gray „ 40
Light gray - 20
Very light 5
Trace 1
Clear chimney 0
The color and density of smoke depend somewhat on the character of
the sky or other background, and on the air and weather conditions obtaining
when the observation is made, and these should be given due consideration
in making comparisons. Observations of this kind are also subject to errors
of judgment. Nevertheless, these methods are useful, especially when the
results are plotted according to the percentage scale determined on so that
a graphic representation of the chatiges can be shown.
Various forms of charts and clouded glasfi arrangements for comparing
and £xing smoke densities have been proposed and to some extent used i
but these have proved more or less unsatisfactory and they are subject to
personal errors, and to sky, wind, and weather conditions, the same as the
simpler method above described.
Among the chart methods referred to, the use of the Ringelmann smoke
chart is perhaps the most familiar. This is shown in Fig. 231.
To use this chart, four cards are ruled like those shown, though covering
a much larger area, and placed in a horizontal row about 50 ft. from the
. observer, and in line between him and the chimney, together with two other
cards, one of which is white and the other solid black. The observer glances
rapidly from the chimney to the cards and judges which one corresponds
with the color and density of the smoke. He makes these observations every
minutei or oftener if desired, recording the number of the card representing
the character of the smoke at the instant of observation. The results arc
then plotted on a chart, and the variations shown graphically.
The lines in cards 1 to 4 are respectively 1, 2.3, 3.7, and 5.5 mm. thick,
and the spaces 9, 7.7, 6.3, and 4.5 mm. The lines should be made with black
India ink.
A convenient method of recording and presenting smoke reports is
illustrated on page 65.
Another method of smoke determination consists in the use of a nar-
row flat metal plate suspended in the flue, the character of the smoke being
indicated by the amount and quality of the soot and dust deposited upon the
plate in a given time. This method, like others, is useful in furnishing a
means of comparison in different cases rather than a means of exact de-
ib. Google
TESTING
No. 3. No.
Fig. 231. RinKdnumn Smoke Chart.
ib. Google
SSO TESTING
Among the latest tiiethoijs brought out (or indicating and recording
the density of smoke is one depending on the variations in the electrical
conductivity of the metal selenium due to variations in the intensity of light
shining upon it. Openings are provided on either side of the flue directly
opposite each other. The selenium is located at one opening and a strong
light at the other. The intensity of the light rays falling on the selenium
varies with the density of the smoke. A milliampere meter in circuit with
the selenium cell registers the variations.
Liquid and Gaseous Fuels
Tests with liquid and gaseous fuels follow the same general lines as
those with solid fuels. Liquid fuel tests are reported on weight of fuel as
in solid fuel tests, while gas tests are commonly reported on a volumetric
ib. Google
T
CHAPTER 16
OPERATION
'HP. methods and apparatus concerned in the operation of boiler plants
may be divided into two classes — necessities and money savers. The
' ' ' which the plant either cannot be operated at all or
cannot be operated with safety, will generally be considered first Discussion
of the money savers, which either reduce the cost of operation or assist in
reducing it, will follow. The latter might be divided further into two classes
— those which directly save money such as feed water heaters and coal
conveyors, and those which show where waste occurs such as COt recorders
and coal weighers.
Boiler Fittings
THERE are several necessary items of equipment which must be attached
to a steam boiler before it is placed in service, among which are a water
column, safely valves, steam gage and blow-off valves.
Water Colnmn. The water column usually consists of a cast iron body
connected at the bottom with a pipe to the boiler below the water level and
at the top to the steam space of the boiler. It is provided with three or more
trycocks, one placed at about the mean or normal water lins and the others
above and below. The gage glass is connected through gage cocks at its top
and bottom to the water column ; and if both gage cocks are open, the water
will stand in the glass at the same height as it is in the column and in the
boiler. Both gage glass and water column should be provided with drain
corks, so that they may be blown out. If valves are placed in the pipes
connecting the water column with the boiler, particular care must be taken
to lock them or otherwise prevent absolutely their closure by unauthorized
persons. Long pipe connections from the boiler to the water column should
be avoided, as there is always the possibility of such long runs of pipe be-
coming clogged with sediment or scale, thus causing the water column
to become inoperative. In these pipes crosses are preferable to elbows, for
when the plugs are removed, the pipes can easily be cleaned and looked
through.
Fig. 231 shows the type of water column used as standard equipment on
all Heine boilers. This column is provided with copper floats which operate
a whistle when the water level is too high or too low.
Safely I'alJ-es. The function of a safety valve is to prevent the pressure
in the boiler to which it is attached from rising above a definite point called
the working pressure. The working pressure of a new boiler is, of course,
dependent upon the design and thickness of materials used in its construction.
The working pressure of a boiler which has been in service for some time
is dependent upon its age and physical condition, and is usually governed by
the report of a municipal or insurance boiler inspector.
The A. S, M. E. Boiler Code (1918) requires that the safety valve capac-
i^ for a boiler shall be such that the safety valve or valves will discharge
all the steam that can be generated by the boiler without allowing the pres-
sure to rise more than 6 per cent above the maximum allowable working
pressure, or more than 6 per cent above the highest pressure to which any
valve may be set. Th; total relieving capacity of the »afet>- valve or valvej
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OPERATION 553
required on a boiler shall be determined on the basis of 6 lb. of steam per
hour per sq. ft of heating surface for water tube boilers. Charts for de-
termining safety valve siies are given in Chapter 8 on PIPING.
Water
Fig. 331. Reliance Water Column equipped with Self-Closing Oage.
When two or more safety valves are used on a boiler, thej; may be
either separate or twin valves, which are made by mounting individual
valves on a Y base. Duplex, triplex or multiplex valves are those '^vhich
have two or more valves in the same body or casing.
The blow down, or difference between opening and closing pressure of the
safety valve shall not be more than 4 lb. on boilers carrying less than 100
lb. gage pressure, not more than 6 lb. on boilers carrying between 100 lb.
and 200 lb. pressure, and not more than 8 lb. on boilers carrying over 200
lb. pressure.
The use of weight lever safety valves or dead weight valves is not per-
mitted under the A. S. M. E. Code, hence only spring loaded pop safety
valves will be described here.
Fig. 232 illustrates a typical pop safety valve for use with saturated
steam, in which the boiler pressure acting upon the under side of the valve
is resisted by the helical spring. When the boiler pressure exceeds the
spring resistance, the valve lifts from its seat and the steam escapes into
the atmosphere.
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SS4 OPERATION
The valve is provided with a skirt which becomes filled with steam when
the valve is open, so that the effective area of the valve i,s increased. As
soon as Ihe valve lifts, this increased area immediately takes effect; and the
greater load on the spring compresses it more than would be the case with
a plain valve, and the vaivs opens wider. Once open, the valve will remain
open while the pressure drops below that which opened it, because of the
effect of the increaped area. The pressure per sq. in. on the added area is
less than the boiler pressure, and is dependent upon the freedom with which
the steam can escape from under the skirt. Passages conned this part with
an annular space called the ' huddling chamber," and this chamber is pro-
vided with an adjustable outlet. If the huddling chamber outlet is closed,
the pressure under the skirt will be greater, and the boiler pressure will
drop very low before the spring can close the valve. If the huddling chamber
outlet is wide open, the pressure in it and under the skirt will be small, and
the valve will close with very little drop of boiler pressure. The difference
of pressure between that necessary to open the valve and that at which
the spring ran close it, is called the "blow down," and is adjusted by con-
trolling the huddling chamber outlet.
Fie. 333. Ashton Pop Safety Valve for Saturated Steam.
It has been explained how the effect of the skirt is to cause the valve
to open wide immediately upon opening at all. In closing, this action is
reversed, for when the boiler pressure drops sufficiently to allow the spring
to begin closing the valve, the pressure under the skirt drops and allows
the spring to close the valve further, so that the action is cumulative atld
the valve closes quickly. Owing to the rapidity with which these valves open
and close, they are called "pop" valves.
The valve may be opened to discharge at any pressure less than the
Teaeving pressure by operating the hand lever.
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OPERATION SSS
Every superheater should be equipped with a safety valve at its outlet,
set to blow at a lower pressure than the boiler safety valves, in order that a
flow of steam may be maintained through the superheater if fo' any
reason the main steam flow is stopped; and this will avoid damage to the
superheater tubes by burning.
Fig. 233 shows a type of valve designed for superheated steam service.
The spring is exposed to the air, so that high temperature steam does not
affect its elasticity by coming in contact with it.
Pig, 333. Consolidated Pop Safety Valve for Superheated Steam.
Suam Pressure Cages, Every boiler must be equipped with a steam
gage, which may be connected directly to the boiler steam space or to the
water column or its steam connection.
These gages are generally of the round-pattern, indicating type. They
consist mainly of a pressure element in the form of a tube spring or a dia-
phragm, and of a movement to operate the indicating mechanism. The styles
differ chiefly in the details of construction, such as material, mountings,
trimmings and Bnish.
The Bourdon pressure element is an oval metal tube, closed at one
end and bent In an arcuate form to give the single or double spring, as in
Fig. 234. The free end of the tube is connected by one or more levers
to a toothed sector or segmental rack, which actuates a small pinion on the
pointer shaft. Lost motion is taken up by a hair spring attached to this shaft
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SS6 OPERATION
For marine and portable work ar in siaiionary installations where
vibrations would jar the sensitive mechanism, the double-tube gage is recorn-
mended. This gage is not so easily alTected by rapid fluctuations of pres-
sure. The two free ends of the pressure tubes are connected to a multi-
plying mechanism similar to that in the single-tube gage, but the needle
movement ts much greater.
Singlt Tube. Dial. Double Tube.
Fig. 334. Bourdoa Tube Steam Oagea.
When measuring pressure, gages show the difference between the inside
pressure actuating the device, and the pressure on its outside. Therefore,
when the gage indicates rero. the pressures inside and outside of the spring
are the same; when it indicates SO lb., then the pressure inside the spring is
50 lb. greater than the pressure on its outside. The absolute pressure is
the sum of the atmospheric pressure (14.7 lb.) and the gage reading; thus
50 lb. gage is equivalent to 64J lb. absoltile. Pressure is usually expressed in
pounds per tquare inch.
In selecting n gage, the size and unit of the scale required should be
specified, and the scale selected should not exceed one and one-half times
the working pressure. Round pattern gages used on the steam plant, range
from 3 to 12-in, diameter. The dials of indicating gages are usually silver
finished brass, having figures and graduations filled with black enamel ; or
they may be black with silver figures. The casings are iron, brass or nickel-
Gages should be located so that they are accessible, can be easily read,
reeled as to insure correct readings. Standard gages have i
■4 in. pipe-thread male connection and are generally provided with a stop
CQck. For dark or obscure places, illuminated dial gages should be used.
Gage tubes may become softened when subjected to temperatures of
more than 150 deg., so that steam or very hot water should not come in
direct contact with the tube. A goose-neck siphon or loop. Fig. 235. is used
to maintain a protective water seal between the gage and the steam supply.
When the gage is exposed and subject to freeiring, a pet cock. Fig. 23Sd,
should be provided for draining the water from the siphon. Freezing might
burst the connection or damage the gage spring. This pet cock should not
be opened when the pressure gage is in service, as then the water seal would
be lost and the gage tube be liable to be damaged by contact with the steam.
If a gage is placed below a pipe line. Fig. 235e, allowance must be
made for the head of water in the seal to obtain correct readings. Such
a correction can be made by multiplying the head of water in feet by .433,
thus reducing it to lbs. pressure per sq. in., which should be deducted from
the gage readings.
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OPERATION
Gages should be attached securely to minimize the effects of vibration.
Repeated jarring will cause wear of the rack and pinion, resulting in in-
accurate pressure indications. Gages subject to vibration, or placed high
up and in hot boiler rooms, should be frequently tested. As the spring of
the gage has only a slight motion, the least interference with it will produce
a noticeable error because of the greater movement of the needle or pointer.
ions for Steam Gages.
A gage can be calibrated by comparison with a standard test gage, or
by trial on a dead weight tester, or on a mercury column tester. Where
testing devices are not available, as in the small plant, ^ages siiould be
sent to the factory. A typical dead weight tester, Fig. 236, consists of a
Pig. 336. Dead Weight Oage Tester.
stand on which is mounted an oil reservoir, plunger pump and cylinder
htted with a piston to receive the weights. The gage to be tested is attached
to a ihrce-way cock. Each test weight is marked with the pressure in
pounds per square inch that it will show on the gage. The weights are
placed on the disk, one at a time ; and they should be whirled while taking
the reading, so as to eliminate the error caused by the friction of the
plunger. If the gage is at variance with the dead weight applied, it may
be corrected by removing the pointer with a gage-jack and pressing it back
on the spindle at the proper indication.
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Fig. 237. EverlBiting Blow-ofT Valve.
Pig. 338. Yarway SeatlcM Blow-ofT Valve.
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560 OPERATION
Blow^ff I'alfes, All boilers ihnuld be equipped with one or more blow-
off pipe^. tvith one or more cocks or valves on each pipe. The A. S. M. £.
Code (1918) provides that blow-off piping shall not be less than 1 inch or
larger than 2^'^ inches, and that globe valves should not be used. The re-
quiremenis of a good blow-off valve are that it shall provide a clear passage
for water, mud and scale, and that it shall open easily and close tightly.
Fig. 237 illustrates the Everlasting Blow-off Valve, which consists of a
top and bottom bonnet and a disc which swings between seats on the faces
of the bonnets. The disc is actuated by a lever.
Fig. 238 illustrates the Yarway Seatless Blow-off Valve. A plunger V
is operated by a hand wheel and screw. In closing the valve, the shoulder
S on the plunger V engages the loose follower gland F, compressing the
packing P above and below the port, thus making a tight closure.
Fusible Plttst, see Fig. 239, are intended to protect a boiler in case
of low water. At best, these plugs are unreliable, but the law in some
states requires their use, even in water tube bailers.
Fig. 139. Pvirible Plugs,
The fusible plug consists of a brass or bronze fitting which may be
screwed into the shell, furnace crown sheet, or watcrleg of a boiler. The fit-
ting is bored out and filled with pure tin or some composition metal which
has a melting point but little above the temperature of the steam in the
boiler. The metal of the plug transmits the heat to the water so rapidly that
its temperature does not rise if it is covered with water; but if the water
level falls below the plug, the fusible metal in the core will melt out, allowing
the steam to escape, ff heard or noticed, this will serve a$ an indication of
Methods of Hand Firing Coal
HAND-FIRING is not only hard work, but requires considerable judg-
ment and skill if waste of coal is to be avoided. The method of firing
depends upon the kind and quality of coal.
Biluininous Coal, Inasmuch as bituminous coals vary widely in comiKi-
sition, it is difficult to state definite rules for handling which will fit all
casef. The most suitable method of (iring a particular coal is best determined
by experimenting with it, and a careful fireman soon learns how to produce
the best results.
There are three general systems of firing, known as alternate, spread-
ing and coking.
In the allernate system, fresh coal is fired first on one side of the furnace
then on the other, or through 3llern,ite doors when there are more than
two, so that the entire fire is not blanketed with green coal. This system
is used where the grates are wide or when two or more furnaces have a
common combustion chamber.
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OPERATION 561
The spreading system consists in charging a amall amount of coal,
spreading it in a thin layer over the entire grate at each firing ; usually it
is spread from the bridge wall toward the door. Although it means nwre
work for the fireman because the furnace must be tired frequently, the use
of this system is increasing. It gives an air supply which is always more
nearly proportional to the fuel supply.
Tn the coki»s system, the fresh coal is piled up on the dead plate or on
the front of the grate, so that the mass can become nearly or wholly coked.
It is then pushed back toward Che bridge wall, and spread evenly over the
grate to make room for the new charge. When no dead plate is provided,
about one-third of the grate at the front is left bare and receives fresh coal
at each firing. This ^stem is adapted to furnaces in which the gases pass
horizontally over the fire.
The spreading and alternate methods, as compared with the coking
system, give higher efficiency, higher COi and lower temperature of exit
gases. Because of the greater uniformity in furnace temperatures, steam
is generated more uniformly. In the coking method less of the refuse appears
as clinker and more as ash, but the combustible lost through the grate is
about the same in the three methods of firing. The amount of slicing and
raking is equal with all three, but the coking method also requires time and
labor for leveling.
The spreading and alternate methods of firing are widely used in hand
firing non -caking and high volatile bituminous coals. In the alternate
method the volatile matter given off by a fresh change of green coal on the
one side of the grate, is mixed with some air which has been heated by
passing through the fuel bed on the other side ; but care must be taken to
make provision for thoroughly mixing the gases from the two sides of the
fire, and there is the difficulty of getting one side of the fire heavier than
the other. Spreading over the complete fuel bed is perhaps more extensively
used than even the alternate method, and has the advantage over the
alternate method that the whole fuel bed can be kept of more uniform
thickness, thus minimizing the possibility of holes occurring in the fire.
The coking method is most applicable to those bituminous coals which
cake or melt and run together upon heating. With this method the hydro-
carbons must pass over the hottest part of the fire which is near the bridge
wall, on their way to the boiler heating surface. The back part of the fire
should be kept thicker, as the character of the coke bed is much more open
here than at the front
Two disadvantages of the coking method of firing are that the fire doors
must be kept open relatively long in order to work the fire, which results
in large quantities of excess air; and the fire is being continually disturbed,
a fact which will result in excessive dinkering with coals containing fusible
Following are a few general rules which have been formulated by the
Coal Stoking and Anti-Smoke Committee of the Illinois Coal Operators'
Association for the hand-firing of Illinois and Indiana coals.
(1) Break all lumps, and do not fire coal into the furnace of a size
larger than the fist. Large pieces do not ignite quickly and their presence
results in the formation of holes in the fire, with consequent losses due to
(2) Keep the ash pits bright at all times. If they become dark it is
an indication that the grates are becoming covered with clinkers and that
the fire needs cleaning.
(3) Do not fire the coal in heaps on the grate unless filling up a
hole. Spread the coal as it leaves the lip of the shovel.
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562 OPERATION
(4) When firing, spread the coal from the bridge wall forward,
(5) Do not allow the fire to burn dull before charging.
(6) Do not allow holes to form in the Are. Should one form, it should
be filled by leveling.
(7) Regulate the draft by the ash pit doors rather than by the manipu-
lation of the stack damper. When the fitack damper is closed the intensity
of the draft is diminished, but by closing the ash pit doors the air supply
is reduced.
Referring to rule (7), general opinion is against regulating the draft
by the ashpit doors. The air supply is reduced, whether it is the damper
or the ashpit doors that are partly closed. Closing the ashpit doors is
generally believed to result In unduly heating the grate bars ; and it reduces
the boiler efficiency by causing an increase in the leakage of air through
defects in the setting.
Anlhraeilc, Anthracite should be fired by the spreading method, in
small quantities and at frequent intervals. For large sizes of anthracite
such as ''stove" or "e^," almost any type of hand-fired furnace is suitable.
However, the larger sizes of anthracite are now almost exclusively used for
domestic purpose;:, and because of their high cost are but little used under
steam bailers. The smaller grades of anthracite do, however, find extensive
use as boiler-fuel, and their successful burning depends upon several factors.
The small sizes of anthracite pack closely together on the grates, which
makes the employment of a strong draft necessary to secure the proper
amount of air for combustion. Mechanical draft is usually employed, which
is obtained by the use of steam jet blowers or by fans. As the fine grades
of anthracite run higher in ash than the larger grades, there is considerable
tendency toward clinker formation ; and the employment of steam jet blowers
for forced draft is desirable, as the introduction of steam into the ash pit
decreases formation of clinker.
It is desirable to disturb the fuel bed as little as possible with the firing
tools. With n little practice, the fuel can be spread very thinly. The fire
should be kept of even thickness, and if necessary it may he levelled occa-
sionally with a lee-bar. This can be a light tool made of a length of ii
or 1 in. pipe screwed into the branch of a tee, with pieces of pipe about 6 in.
long screwed into the "runs." The fire is simply to be leveled with this
tool, and not stirred up. Some firemen get good results by levelit^ the fire
with a tee-bar between each firing.
There is a limit to the forced draft pressure when small anthracites are
burned, owing to the liability of lifting the fuel off the grate. This makes
holes in the fire and carries some of the fuel into the combustion chamber
and flues. Owing to the necessarily slower rate of combustion, the grate
area for small sized anthracite is made larger than for bituminous coal in
order to develop the same horsepower. The relation of grate area to boiler
heating surface to develop the rated capacity of a boiler is given in Table f9.
Tabic 89. Rclatdon of Orate Area to Boiler Heating Surface.
No.
1
Buckwheat
No.
2
No.
;(
No.
4
"
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OPERATION 563
On account of the large amount of ash in small hard coal, there will
be a considerable depth of ash on the grate just before cleaning. The ashpit
pressure is small Just after cleaning, but as the ash thickens on the grate,
the pressure must be greatly increased to maintain an even combustion rate.
Therefore, forced draft blowers should be chosen which have characteristics
showing that their efficiency is maintained over a wide pressure range.
The "free burning" varieties of anthracite are burned satisfactorily when
the above directions are followed. But with the harder coals— those con-
taining very little volatile matter — it is usually necessary to mix from 10 to
15 per cent of bituminous coal. The bituminous coal should be fine "slack,"
not lumpy.
Tools for Hand Firing. The hoe, slice bar, rake and shovel are the
necessary hand firing tools, and Fig. 240 illustrates those designed for a
6 ft. grate.
"\^
Fig. 340. Tools for Hand Firing.
For best results in hand-firing, the equipment must be so arranged
that the shovel and other (iring tools can be handled freely wiUiout hitting
bumps and rivets. This implies sufficient firing space, a smooth floor to
receive the coal, or stil! better, a hand or industrial coal car similar to the
tj'pe shown in Fig. 241.
In the firing procedure recommended by the Bureau of Mines, the
fireman lakes the position indicated in Fig. 242, in which he can see the thin
spots in the fire and can throw the coal on without exertion. He stands
4S4 to 5 ft. in front of the furnace at about 12 to 18 in. from the center
line of rtie firing door. The coal pile is about 2 ft away.
If the coal is less than 6 to 7 ft. from the boiler front, the fireman is
crowded. To avoid the intense heat, he stands to one side of the door, and
throws the coal in by guess. The room for handling the scoop is not suffi-
cient so it travels in the arc of a circle, scattering some coal in its path, and
dumping the remainder in a heap on the dead plate or on the grate just
inside of the firing door. The result is an uneven fire that requires raking
and sprea<Iing over the grate.
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"is
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f2S
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OPERATION
For economy, coal should be burned rapidly and at high temperatures.
This means light tiring or the frequent charging of small amounts ol coal
to prevent the thin places from burning through and admitting too much
excess air. The amount of coal and time of firing depend upon the grate
surface for the available draft. A draft of 1 in. in the uptake will give
good results with 2 to IVi lb. of coal to a sauare foot of grate at each
tiring. A boiler with a grate 6 by 8 ft. would then require six to nine
shovelfuls of coal at each tiring period, about every 5 minutes. For a higher
draft the interval might be 3 minutes, and for a lower draft the firing time
might be 8 minutes.
The facilities for handling, care in charging and cleaning fires, and the
suitability of the type of grate to the fuel burned — all may cause loss or
waste of coal. With poor facilities or management the total may run as
high as 10 per cent of the coal consumed, while under fair operation the
loss will average from 2 to 3 per cent.
Fig. 341. Steel Coal Cars.
-^-
f^S'—-\—2'-'
Fig. 242. Proper Pontion for Hand-firing.
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566 OPERATIOM
The thicknesa of foel-bed re<]uirecl depends to a \atgt extent upon the
grade of coal, available dcaft, firing periods and the experience of the fire-
man. For a ^iven operatiiif; condition and boiler setting, Uie thicknesa giving
maximum efficiency can be determined by test. If the fuel-bed is too thin
excess air will result. If it is too thick the air supply wilt be insufficient
for proper combustion. In either case the boiler efficiency will be decreased.
Generally a thin tire is to be favored, but with iroarse coal the fire bed
should be thicker. Far the larger sizes of anthracite a fuel-bed of 6 to 10 in.
can easiW be carried ; a 2-in. bed will give good results with barley and rice
coals. The free-burning bituminous coals can be easily handled with a 6
to lO-in. bed; the poorer grades give good results with a fuel-bed 4 to 6 in.
thick.
Lignite. Lower grades of lignhe disintegrate and crumble readily when
heated. The packing of this finely divided fuel on the grate increases the
resistance of the fuel bed to the flow of air, hence a high draft pressure
is required for even moderate rates of combustion. This crumbling causes
intenfe combustion near the grate where the air enters, and the high tem-
perature at this point, coupled with the low fusion point of the ash, results
in the formation of clinkers. The fuel bed should be disturbed as little as
possible during firing, because of this tendency to form clinker. Special
types of overlapping grates with small air spaces should be used to prevent
the disintegrated lignite from sifting into the ash pit. The thickness of the
fuel bed may vary from 4 to S inches with natural draft, and up to 20
inches with forced draft in the semi-producer type of furnace. Either the
alternate or spreading type of firing may be used with lignite.
Wood. Cord wood or slabs may be successfully burned on herring-bone
grates with natural draft When stacked in a furnace they form an open
Rre through which the friction draft loss is slight, and htmce the fud bed
may be as much as from lyi to 3 feet in depth. Double-deck fire doors on
the fire-fronts are convenient for feeding slab wood.
Hog wood, or the refuse resulting from the maceration of logs and
tnill ends in a hogging machine, may be fed to the grates through chutes
or by hand. It is generally burned in a Dutch oven on herring-bone or
Tupper grates. The fuel bed may be from two to four feet deep. Care
should be taken to avoid too much excess air coming in through fuel
chutes or by parts of the grates being uncovered. The bed of fuel should
not be disturbed with firing tools of any kind; but even then a large amount
of linconsumed wood particles are carried away.
Forced draft under the grates is not desirable, because of increasing the
amount of "fly ash" and unconsumed particles of wood carried up into the
breechings, etc., where secondary combustion may cause damage.
Excellent results are being obtained in burning this fuel on Laclede-
Christy Chain Grate Stokers under Heine standard boilers. Compared with
hand operation, these stokers give much higher boiler efficiency and entirely
eliminate smoke and the carriage of unburned particles out of the furnace
and combustion chambers.
Wet or green tati'dust is satisfactorily burned on hollow blast grate bars
with forced draft. Inasmuch as the character of the sawdust as regards its
resinous properties, moisture content and sire of particles, vary in different
localities, no general thickness of iirc can be recommended, but usually it
will be less than twelve inches. It is preferable to tire the sawdust over the
grate surface evenly by hand. Heaps or cones formed when the sawdust is
fed into the furnace through chutes should be constantly leveled.
Shavings and fine dust from polishing machines are not usually available
in sutticient quantities to burn alone. They are generally used in conjunction
with coal fired grates, often set in an extension furnace. As this material
D,g,tze:Jbi Google
OPliRATION S67
is generally very dry. care must be taken that there is a vacuum in the fur-
nace, for if not, the furnace brick work and cast iron fronts will be damaged
by the intense heat.
Tatt Bark. Tan bark may be satisfactorily burned in a Ehitch oven or
extension type furnace equipped with horizontal or inclined stationary grates.
The grates usually have from 20 to 30 per cent air space, with the actual
opening between bars not more than '/« to V< inch, thus preventing the tan
bark from falling into the ash pit. The ratio of grate surface to boiler
heating surface is generally about 1 to 30.
The thickness of fuel bed varies with the character of the bark, furnace
design and available draft. In the usual practice, the tan bark feed chutes
are located in the top of the extension furnace arch, and the material builds
up on the grates in the form of cones. These cones will vary in depth, and
where they meet will be from 6 to 18 inches.
Tan iMirk is sometimes fired with bituminous coal in a Dutch oven fur-
nace equipped with dumping or shaking grates. The grate surface in such
a case will range between 1 to 35 and 1 to SO.
Cleaning Fires
CLEANING a tire is made necessary by the accumulation of clinker and ash,
which impede the air for combustion. The intervals between cleaning
depend upon the proportion of ash in the coal and its fusibility, and upon
the type of grate. If the coal contains much ash, or ash that is fusible,
the fires must be cleaned frequently. Less clinker forms with light tires,
which can often be run through a 12-hour shift without cleaning. Fires
should he cleaned thoroughly, all clinker and ash being removed so that they
cannot fuse and adhere to the side and bridge walls. Accumulations of
dinker melted onto the furnace walls reduce the grate area; and the brick-
work is damaged when they are eventually broken off.
The more quickly fires are cleaned, the less coal is wasted. The damper
should be partly closed while it is being done.
There are two general methods of cleaning fires, the side and the front
to rear methods.
In the side method, one side of the fire is cleaned at a time. The good
coal on the top of the fuel bed is scraped and pushed to one side, large
clinkers are broken uj) with a slice bar, and the refuse drawn out of the
furnace. After one side is cleaned, all the burning coal from the other
side is moved back and spread evenly over the cleaned part of the prate,
after which a few shovels of green coal are added. This adding of fresh
coal is necessary in order to have enough live coal to cover all tht gr.itc
when the cleaning is completed. The refuse is then removed from the other
half of the grate and the burning coal spread over the whole grate.
In the front to rear method, the burning coal is pushed liack with a lioe
against the bridge wall and the exposed clinker removed. The burning
coat is tlien pulled forward and formed into a narrow ridge across the
bare grate. The clinker from the back of the fire is "jumped" across the
ridge with the hoc, and pulled out through the fire door. The ridge of live
coal is then spread evenly over the grate. With this method it is difficult
to get a really clean fire without wasting a lot of unburned coal.
An improvement on the front to rear method is to form the front of
the bridge wall into a shelf or cleaning table. The live coal is pushed onto
the cleaning table, giving every facility for thorough cleaning without waste
of unburned coal. After the ash and clinker have been removed, the live
coal is drawn forward from the cleaning table and spread over the grate.
The height of the cleaning table above the grate should be such that
it is about level with the top of the layer of ash. This will naturally vary
with the quality of coal and with the length of time between cleanings, but
about 6 in. will meet general conditions.
ib. Google
OPERATION
With anthracite, dumping grates are frequently used. The fire is burned
very low on one section by not feeding coal to it, and that section is then
dumped. Burning fuel is pushed onto the clean grate and fresh fuel added.
Other sections are similarly treated until the whole fire is cleaned.
Stand-by Bmlers and Banked Fires
POWER plants which operate under changeable load conditions must always
be ready to carry the maximum or peak load, and in order to meet these
sudden demands, steam pressure must be maintained on the boilers held in
The length of time that stand-by boilers are held in reserve depends
entirely upon the service. Boilers are held in reserve in public utility plants
to meet the peak load demands of morning and evenii^ rush hours wlitcli
come on at delinite times; and are also held for long periods to meet un-
expected demands, such as are due to thunderstorms, fire protection serv-
ice, etc.
The quantity of fuel nsed in banking fires does not contribute directly to
the power output of a station, but rather represents the losses due to radia-
tion, leakage, etc., called the stand-by losses. Stand-by losses vary widely in
different plants and under different operating conditions, as is indicated in
Table 90 which shows the fuel required for tanking fires.
Table 90. Fuel
Consumed by Banked Fiiet.
Type of l-lanl
Method o! ' Kind of
Fifing Co.[
RUfld
B.H.P.
Loicth
CiMlPcr
Hr.
Public Utility
Public Utility
I^blic Utility
Chain Grate Stoker
Chain Grate Stoker
Underfeed Stoker
III. Bituminous
Bituminous
m
608
600
2
24
24
130
490
330
Industrial
Industrial
Industrial
Hand Fired
Hand Fired
Side Feed Stoker
W.Va. Bituminous
No. 3 Anthracite
III Bituminous
640
600
4«.
8
192
200
260
It is obvious that the coal required per hour for a short bank will not
be as high as that required for a loni; bank, due to the fact that the setting
remains hot from the previous operating period.
When burning oil, about 2 per cent of the fuel used when operating the
boiler at rating, will maintain the full steam pressure for a long banking
Quick Steaming Prom Banked Fires
T3 OILERS which may be called upon to carry sudden heavy loads must
'-^ have tree and definite circulation, as the water must get in motion
quickly. Boiler circulation is not positive, but is induced by "bubble pump"
action, wherein the upward travel of the steam bubbles due to their buoyancy,
sets the water in motion in the same direction. The unrestricted water passage
offered by the spacious Heine walerleg is particularly favorable to starting
circulation quickly.
The curve of Fig. 243 by G. W. Perkins, of a quick steaming test on a
950 H.P. Heine boiler, demonstrates rapid response to sudden heavy loads
by attaining 300 per cent of rating in 4 minutes and 23 seconds, or 3000 H.P.
in 5 minutes, from a banked fire.
Forced draft fires, oil or powdered coal, can handle these unexpected
loads more rapidly than natural draft. The curve tn Fig. 243 is of a trial
with a Sanford Riley Underfeed Forced Draft Stoker.
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OPERATION
Fig. 243, Quick SteamiiiE from Banked Fire«.
Load Signals
"TT is often convenient for the firemen to know what load ts being carried
■•■ in the engine room, especially in stations where the load is variable. This
may be readily accomplished by the use of a simple signal system. A box
with three rows of numbers painted on its glass front, each row from 0 to 9
with a small lamp back of each number, may be placed prominently i
boiler room. The upper row of figures will represent the load in te _
thousands of kilowatts, the middle row thousands, and the lower row hun-
dreds. A bank of twenty-nine switches, each switch corresponding to a
ber on the signal box in the boiler room, will be placed in the engine :
The lamps in the signal box will light and inform the boiler room operators
of the load being carried, as the switches are turned on.
In very long boiler rooms the signal may be composed of a number of
lamps arranged as in outdoor electric signs.
Quite elaborate systems of load dispatching have been worked out in
large inter-connected power stations.
Prevention of Smoke
SMOKE consists of small particles of unconsumed carbon which give to
the gases a color ranging from light grey to dense black. It is caused by
the lack of sufficient air at the proper temperature at the point where
the volatile gases from the coal should be burned, with the result that the
gases arc only partly burned and carbon is set free.
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OPERATION S71
The dentitf of imoke may be measured in several ways and the most
popular method is by means of the Ringelmann charts, whidi are described
in Chapter 15 on BOILER TESTING.
Many cities enforce ordinances providing penalties to be inflicted upon
those plants which arc consistent smoke producers. Hence it is the engineer's
concern to know of the possible methods for eliminating smoke.
Smoke may be caused by (1) character of fuel, (2) improper method
of firing, (3) poor furnace design, (4) lack of sufficient draft, and (5)
insufficient furnace capacity.
In general it may he stated that bituminous coals of high volatile content
are more difficult to burn smokelessly than those of a low volatile content.
When the various methods of firing were discussed earlier in this chap-
ter, it was mentioned that the particular method selected would depend upon
the type of fuel. In general, smokeless combustion will be more completely
attained by firing the coal in small quantities and at frequent intervals. It is
due principally to this fact that mechanical stokers usually accomplish smoke-
less combustion.
Much depends upon proper furnace design. The problem of attaining
efficient and smokeless combustion resolves itself into three- requirements,
vii.: the mixing of the unbumed gases with the proper amount of air for
combustion, the allowance of time for combustion, and the maintenance of
high furnace temperatures, all of which depend upon correct furnace design.
The converse of proper mixing is stratification or laneing, which occurs
commonly in hand-tired furnaces, and is the more objectionable where the
gases rise directly from the fuel bed into the tubes as in the case of vertically
baffled boilers. The installation of wingwalls, mixing piers, arches, and
steam jets is often necessary to effect smokeless combustion. But it is diffi-
cult to construct such arches and piers to stand up satisfactorily under the
intense furnace heat, and some of these mixing devices take up room,
diminish the combustion space in the furnace and also reduce the available
draft.
The preferable way to reduce smoke and still obtain the proper mixing
effect in &e furnace is to employ horizontal baffles, with a curtain wall added
for high volatile cods. Fig. 20 on page 93 shows such an arrangement
which is highly successful.
Time is also an important element in smokeless combustion and depends
upon the length of gas travel and the volume of the combustion chamber.
Horizontal baffling meets this requirement, as has been shown in experiments
by the U. S. Bureau of Mines with a Heine boiler in which, with a combustion
rate of 64.S lbs. of coal per square foot of grate area per hour, only 1 per
cent of the total unconsumcd combustible was present when the products of
combustion had traversed 160 cubic feet of combustion space.
The higher tire furnace temperature the more rapid and complete is the
combustion with absence of smoke, as is shown by tests made on a Heine
boiler at the University of Illinois. This boiler was equipped with a bottom
horizontal baffle of C tile which completely encircled the tubes of the lower
TOW over the furnace. It was "almost impossible to make smoke with this
setting under any condition of operation."
Inasmuch as part of the air for the complete combustion of bituminous
coal must be drawn through the fuel bed and the rest admitted above the
fire, it is obvious that smoke will result if there is a lack of sufficient draft.
The brgesi quantity of secondary air is required just after firing, and much
less is needed for the rest of the cycle until the next firing.
A well designed and operated furnace will burn a given fuel without
smoke up to a certain critical combustion rate. Beyond this rate the efficiency
will decrease and smoke will result, owing to the lack of air and of furnace
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572 OPERATION
capacity in which to mix the gases. This is the nason why hand^lired
furnaces usiully smoke when they are being forced to carry much overload.
When fires are being kindled or when banked tires are being forced,
smoke is almost unavoidable, and most city ordinances provide exceptions
to their rules to cover these e
Cinders. In large central stations operating boilers at high ratings with
stokers and forced and induced draft, there ia often a nuisance caused by
cinders discharsed from the stacks. Attempts have been made to reduce
this by installing cinder catchers in the stack, but these have not been par-
ticularly effective. A cinder- separating induced draft fan which is claimed to
be successful, has recently been placed on the market
Meaning of Carbon Dioxide
THE proportion of Cd in flue gas is a ga^ of the success realized in pre-
ventmg inleakage, and in securing combustion of the fuel with the minimum
amount of air. The more nearly the maximum value is approached, the
greater the success in keeping down the excess air and the consequent heat
losses up the chimney. This maximum value runs from about 18.5 with high
volatile bituminous coals to about 20.0 with anthracite. Assuming an all-
carbon fuel, the percentage of excess air used can be calculated directly from
the COi percentage, and equals:
100 m-?. <™,
in which D b the percentage of Cd by volume in the exit flue gases. As
each volume of COi present is produced by the consumption of an equal
volume of oxygen, the numerator in the fraction represents the unconsumed
or excess oxygen remaining in the gas, and the denominator the oxygen
actually consumed; that is, the amount theoretically required for combustion.
Fig. 244 indicates the amount of excess air, and the preventable fuel
loss corresponding to observed percentages of COi based upon average coals.
Good practice is represented by 15 per cent CO^ which corresponds to 40
per cent excess air, with practically no preventable loss up the stack. In
the absence of effort to maintain high values of COi, a usual average in
a great many power plants is as low as 5 per cent
Of course, the exact amount of excess air and the preventable fuel loss
will depend upon several circumstances. The chart Fig- 245, by Haylelt
O'Neill, shows the effect of the flue gas temperature on the efficiency with
different proportions of CO* These corves are typical, although they were
drawn for the following specific conditions;
Coal, B. t u. per lb _ „ „ 14,500
Combustible, per cent 90
Volatile hydrogen, per cent 5
Moist
Relative humidity of air, per cent-
Temperature of air, deg.
CO in flue gases, per cent
Steam pressure, lb. per sq. in_
Combustible in ash, per cent
The overall efficiency decreases as the COi content is reduced, and as
the exit temperatures are increased, except with low flue temperatures. These
correspond to low rates of driving, with high radiation losses and low
efficiency.
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OPERATION
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Carbon DiOKida.PercBnt
A high value of COi is constantly sought in boiler operation. Few
boilera are operated with an air supply even approaching the minimum, and
the amount of CO in the flue gas becomes objectionable only when the air is
so reduced that the COi is above 15 per cent The CO, is generally low when
surplus air is introduced, and is increased by adjusting the draft and fuel-bed
resistance, by closing holes in the setting, and by avoiding holes in the
fire. With complete Cd records the work of different firemen can be
checked. When these records cannot be kept, special tests can be made
and the conditions under which they were produced studied, so as to fix
a standard of operation. Samples of such studies are given in Fig. 246.
A com^rison of samples from different passes indicates leakage through
the setting.
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OPERATION
FIb. 345. Bdler Efficiency u affected by Plue-Oaa Tempemtttrea.
Effects of Firing on Carbon IMoxide
__ _.._ ; by pli „ ._ „_„
samples against time, indicates the effect of different operations on furnace
efficiency. Fig, 246 illustrates the method.
In A. which is hand-firing, the fire was dirty and the COi was down to
5 per cent ; but after cleaning, it rose to 13 per cenL
Record B was made with a sloping grate stoker, and shows how the
COi fell as the fire was cleaned, and rose as soon as the dump grate was
cloi^ed. It was customary to poke coal down from the hopper soon after
each cleaning, and this was accompanied by a big drop in COi, which indicated
the entrance of much excess air due to the upper part of the grate being cov-
ered with unignited coal. As this new coal became ignited, the COa again
rose.
The latter part of C shows good hand-firing; the CO, rises after each
firing and falls slowly. The first firing was uneven, and quickly burned into
holes, which reduced the CO, to 3 per cent.
The effect of leveling a fire which was full of holes is shown in D.
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OPERATION
A — Dirty •*. dcaa Sra, hand Brine
B — Slopini gntt itokir
C— Good huHl Bclos I>— Efbet of levelios An
Fig. 246. Variaticm of COi with Different Method* of Firins.
Fig. 247, by M. Gensch, shows the general effect of excess air. The
fuels for which results were plotted are typical high-grade and low-grade
coats, so that values for other coats would lie in the bands' betweeti the
different pairs of curves. The combustion temperature and the efficiency
5'
h
E
»|
Excess Air. Percent
Fit- 347- Effect of ExceH Air on the Combuition of High-Orade and
Low-Qradc Coali.
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OPERATION 577
iiiioimt at air increases. At the same tinie the flue gas volume
suiting in greater load on the draft fan and on the chimney.
The admission of undue excess air through the fire bed is corrected
by adopting standard methods of firing. Air leakage through the setting
can be eliminated only by testing every point where air might possibly get
in and by slopping up the cracks. The flame of a lighted candle held next
to the cracks will indicate whether any air is being drawn in, or the sudden
closing of the damper when the fire is operating at a high rate will cause
smoke to issue from the cracks.
Cracks can be caulked with a mixture of fire-clay and waste, or with
magnesia covering made into a paste. Several coats of asphal turn-base paint
should be applied to leaking settings.
Carbon Monoxide
'T'HE presence of CO or carbon monoxide in flue gas indicates partly-
■^ burned carbon ; the cause may be insufficient air, poor mixing of the air
with the combustible gas, reduced furnace temperature, or the rapid distilla-
tion of volatile after firing, with insufficient secondary air to consume it.
The CO may be present even with high Oi, as when the fire is clogged at
some points and air is coming through large holes at others.
Any CO produced in a furnace results in the loss of 70 per cent of the
heat of the carbon involved, and furthermore the presence of CO indicates
Ihat other combustible gases such as hydrogen and hydrocarbons, are
escaping unconsumetl.
Carbon Dio^de Recorders
PIE method of analyzing flue gas by means of the Orsat apparatus is
described on page 532. While hand indicators, such as the Orsat, can
be used as a means of studying air-supply conditions, or for occasional tests,
as discussed on page 574, they do not answer the purposes of daily plant
operation, since the COi content of the flue gases varies widely, due to the
fact that the proportions of air supply through and above the fire are easily
unbalanced by the firing of fresh coal, open fire doors, holes in the fire,
damper manipulation, etc. Hence a number of instruments have been de-
veloped that will test automatically the quality of the flue gases and make
a continuous graphic record of the percent^es of COi they contain. These
furnish a definite and permanent record, which assists not only in correcting
improper combustion, but also has a moral effect in maintaining the right
The recording instruments depend for their operation upon the absorp-
tion of COi from a sample of the flue gas, usually by means of a solution
of caustic potash, though sometimes it is used in the solid form. In one
instrument it is replaced by ordinary quick lime which has similar absorbent
properties.
Several different methods are used to measure the sample of gas, and
to bring it into contact with the absorbent In one ^e of instrument a
flow of water trickles continuously into a container. When this container
becomes full, it is suddenly emptied by a siphon action which draws in a
measured sample of the flue gas. This is then put into communication with
the chamber containing the caustic solution. The diminution of its volume
by the absorption of the C0» is measured by the descent of a gas holder in
which it is contained. The motion of this holder causes a pen to draw a
line on a chart, the length of the line being proportioned to the CO* percent-
age. This cycle of operation takes place every few minutes, according to
the rate of flow of the water.
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OPliRATION
} indicate the percentage. By means of a steam
jM aspirator, a small current of flue gas is drawn continuously through a
chamber containing the absorbent When the COi is eliminated, the pressure
in the chamber is reduced, and the reduction is measured by a manometer or
other farm of pressure gage. This method provides a continuous record,
and the recording instrument can be placed at a distance from the boiler
room. In an alternative plan, flue gases are drawn through a chamber in
which the absorbent is covered by a porous pot The reduction of pressure
inside this pot is utilized to operate the manometer. In both these types,
however, more absorbent is consumed than in an intermittent test, and the
steam used by the jet may be considered as wasted.
In a third method of detertnining COi, the flue gases pass through two
ordinary gas meters, one before absorption and one after. The second one
will work more slowly, as it naturally has less gas to measure. The differ-
ence in their speed is recorded by a differential gear, which operates the
pen producing the record. In this type of instrument, dry calcium hydrate
forms the absorbent, and the gases are drawn through the meter by a
water jet
A CO, recorder should run indefinitely, and the only attention required
should be to change the chart, renew chemicals, and change the filtering ma-
terial in the gas line. The instrument should compensate automatically for
temperature changes, changes of volume and specific gravity in absorbent
solution, and changes of draft in boiler. It should have a minimum number
of moving reciprocating parts. It is desirable to have a recorder for each
boiler, but if one recorder is used for a battery of boilers, the piping should
be arranged so that the firemen will not know which boiler is connected.
This can be accomplished by running the gas pipe from the boiler to a
common header, and then boxing the valves on the header.
A COi recorder made by the Mono Cnrf>oral'on of America, is shown
in Fig. 248, which may be operated with either water or compressed air at
a minimum pressure of 8 lbs. The manufacturers state that it will make
records of up to 40 analyses per hour. The pressure medium, by which the
apparatus is driven, passes through a regulating valve and the receiver into
a bottle containing mercury. This forces the mercury from the bottle up
through a system of tubes, of which one leads to the volumeter and another
to the gas release outlet When all the mercury is thus displaced, the pres-
sure in the bottle is released through contact with the atmosphere. Then
the mercury, which was forced up the tubes, recedes to the bottle, sealing the
receiver, and the cycle is repeated. In this way an alternating rising and
falling movement is employed in drawing in the flue gas for analysis and
letting off excess gas.
As the mercury falls in the volumeter, the gas to be anal3^ed is drawn
in through the gas inlet and mercury seal. When the mercury rises, the
gas in the volumeter, which contains 100 cc, is forced through the tubes anil
a second mercury seal to the caustic potash container, which is filled with the
absorption liquid and through which the gas bubbles, thus making the
absorption of COi complete. The remainder of the gas passes into the
gasometer, which is suspended in a glycerine solution, where it is measured
again at the same temperature as in the volumeter. As the gas enters, the
gasometer rises, turning the pulleys from which the recording pen is sus-
pended. When the pen has come to a stop on the chart, the mark indicates
the percentage of gas absorbed. Then the gas in the gasometer is released to
the atmosphere, and the apparatus is ready for a new analysis.
The CO. record furnishes a good index of furnace performance, but a
knowledge of the percentage of CO in the escaping flue gases is also valuable.
Records of CO can be secured from an instrument consisting of a Mono COi
recorder and a special CO attachment. The COt recorder is of the usual ab-
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OPERATION
Fie. 348. Mono COt Recorder.
sorption type, operated either by air or water pressure. When CO is to be
measured, a chamber containing an electric furnace and the chemicals to
carry on the reactions is mounted on the wall next to the recorder. Either
CO or CO, can be shown on the chart, but the two cannot be recorded simul-
taneously. The usual practice is to supply CO. instruments for each boiler
and one complete CO recorder, arranged to be connected to any unit, for
each plant.
Draft Instruments
THE difference of pressure causing the flow of gaaes through fuel bed
and boiler Is referred to as "draft," although the term is sometimes
loosely applied to the motion of the gases. These pressures are measured
by instruments called draft gages, and are usually expressed in inches of
Draft gages may be simply glass tubes bent into U form and half
filled with water. The differences in level are frequently so small that they
are difficult to read accurately. The bore of the tube should be the same
in both legs, or error is introduced as may be seen by the liquid standing
at dififerent levels in the two legs when both are open to the atmosphere. If
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sat OPERATION
the inside of the tubej is not dean and free from grease when water is used,
the water will not freely "wet" the glass, and the surfaces in the two legs
will not be similar in height or shape when the gage is "free." Readings
should be taken from the lowest part of the meniscus with liquids which
wet the glass, such ai water ; and from the highest part of the meniscus with
liquids which do not wet the glass, such as mercury.
When the pressure fluctuates so rapidly as to interfere with observation,
the pulsations may be damped in a plain U-gage by putting a few snuU
stones or some sand in the lowest part of the tube.
To facilitate reading the gage when the differences in level are small,
verniers are sometimes provided.
Various devices are used to exaggerate small pressure differences, though
some are delicate and only suitable for laboratory work. In gages for the
boiler room, flexible diaphragms, slanting lubes, and non-miscible liquids
in combination with small bore tubes connecting the U-gage legs, are used.
In the slanting tube gages, mineral oil of a sp.gr. less than unity is generally
used ; and it is highly colored, bright red or blue, so that the instrument can
be easily read.
A simple draft gage indicates the difference in pressure between the
point to which it is connected and the atmosphere, while a differential gage
indicates the difference in pressure between two points in the gas passages.
Fig. 249 illustrates a Hays differenlial draft gage.
Compound and triple types of differential gages are composed of two
and three single instruments respectively. With these, the draft can be read
simultaneously at different points in the setting. For forced or balanced
draft, the scale of a single instrument can be divided with the zero point
about midway. The liquid then moves to the right under a vacuum and to
the left under a positive pressure.
The gage should be located so that it can be seen by the fireman when
he is setting the damper. The connections from the gage are usually of
^-in. pipe, this being led through a larger pipe into the furnace, pass or
flue. The connection should merely project through the wall, to prevent
the burning off of the end. The piping Into the furnace should be as
close as possible to the front and to the top of the chamber, to avoid slag
accumulation.
An indicating instrument of the diaphragm type. Fig. 25H is used for
forced draft installations. This has three scales, reading from 0 to 2 in. of
water for the flue connection, 1-in, vacuum to 1-in. pressure for the com-
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OPERATION 581
buation chamber, and 0 to 6 in. pressure for the ash pit. The varying pres>
sures are transmitted by diaphragins to plungers, which are attached to
horizontal shafts by links or levers. The indicating pointers are carried on
these horizontal shafts.
The StgttHiranci: of Draft, Efficient combustion requires that a certain
quantity of air be supplied for each pound of fuel burned. Therefore, the
quantity of gases passing through the boiler setting will be almost in direct
proportion to the load on the boiler when combustion is progressing properly.
And inasmuch as the boiler heating surface interposes a resistance to the
flow of gases, a differential draft gage indicating the pressure drop or draft
loss between furnace and up-take, will act as a gas flow meter and indicate
whether or not the proper quantity of air is being supplied for the given load.
A differential gage so located will also indicate the cleanliness of the gas
passages, since an undue increase in draft loss will mean that they are be-
coming clogged.
A differentia! draft gage connected so as to show the draft loss through
the fuel bed, in conjunction with one showing the drop through the boiler,
will indicate any change in the furnace conditions. A relative increase
in the fuel bed drop will indicate that the fire is becoming thicker, or that
it is becoming clogged with clinkers and ash. Similarly, if the pressure drop
becomes less, it indicates that there are holes in the fire or that the fuel bed
is too thin. The above principles are made use of in so-called combustion
meters and efficiency indicators in which fixed points are set by test on the
gage scale representing the best draft relations for the particular unit.
Deviation from these points warns the operator of unfavorable conditions.
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Union Tnut Building, CindiUMti, Ohio, eqnlppwl with Hdne Standard BoUen.
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LU Y
Blov Off
Pig. 251. Mason Damper Regulator.
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584 OPERATION
Draft Regulalion. Combustion can be controlled automatical^ by vary-
ing the supply of air or fuel passed through the boiler furnace. For natural
draft the control is secured through movements of the breeching or stack
damper. For forced draft, the supply of air can be varied also by varying
the fan spwd, or by adjuiting a damper placed where the air eaters the
The twdraulic damper regulator is used in natural draft plants. As
shown in Fig. 2SI, this is operated by the variation of steam pressure in the
boiler, but water pressure is used as motive power. The change in steam
pressure moves a lever, which opens a pilot valve controlling the supply
and discharge of water. The piston contained in the regulator cylinder is
moved when water is admitted, the damper movement being controlled by
connections from the piston stem. As the piston moves, it displaces the
fulcrum of the pilot valve lever and closes the pilot valve. Consequently, the
piston does not make a full stroke, but graduates the damper opening to
the load.
In small forced draft installations, where the stoker and fan are driven
by the same engine, both fuel and air supply can be controlled by the stand-
ard hydraulic regulator, according to the variations in steam pressure. In
larger installations, when separate units drive the fan and stoker, the speed
of the former can be controlled by a balanced valve on the steam line. The
speed of the stoker engine can be controlled by the pressure in the wind-box.
When variable speed motors are used for the stoker or fan drive, they
can be controlled automatically by rheostats operated from the hydraulic
regulator.
In so called "balanced draft" systems it is the aim to keep the furnace
chamber automatically at atmospheric pressure, and this is usually accom-
plished by means of a regulator with a relay which controls two hydraulic
cylinders, one operating the air supply damper and the other the stack damper.
Economical Operation
WITHOUT suitable instruments and organization, it is impossible to tell
whether the boiler efficiency is 50 or 75 per cent, or why it is so.
Unless the management knows what should be done, it cannot reasonably
complain that the boiler room force does not do it. The operation of gener-
ating steam should be investigated and controlled by intelligent planning,
as much as is the case with other manufacturing operations.
Control Boards. The necessity of installing instruments for controlling
combustion and boiler operation is gaining recognition and many modern
plants have these assembled on an instrument or control board. These boards
may be of two general types, the one containing instruments which serve a
whole boiler room and the other containing instruments which serve only
one individual boiler or battery. In small plants the first type is satis-
factory, but in large plants the individual control board is to be preferred.
Such boards carry indicating and recording steam flow meters, recording
pressure gage, recordii^ thermometers for feed water, superheated steam, exit
gases from boiler and from economizer, direct and differential draft ga^es
with selecting valves, stoker and fan speed controls; and COi recorders and in-
dicating and recording water meters are nearby. The design and equipment of
these boards is entirely dependent upon the particular conditions to be met.
A desk and chair should be provided for convenience in keeping a log,
and in calculating, tabulating and comparing data.
Fig. 252 illustrates an instrument and control board with Venturi indi-
cating, recording and integrating meter conveniently near.
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OPERATION S8S
Efficient Operation. With an installation of this kind, used with reason-
able intelligence and enthusiasm, there i^ no reason why the boiler plant
should not be run continuously under "test conditions."
Fig. 252. Instrument and Control Board by W. N Polakov and Co.
The control board shown in Fig. 252, combined with a course of training
and assisting the boiler room force, and a system of secondary paynient
for actual economy effected, resulted in the following drop in cost of gener-
ating steam while the cost of coal rose 30 per cent and of labor nearly 50
per cent. The figures of Table 91 were supplied by W. N. Polakov as
representative of a number of plants whose operation has been similarly
improved.
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OPERATION
Table 91. Rrdncing Coat of OcneratiiiB Steam.
1919 1 T „i r .. 1 Toi.1 Wright ol
Con of looo
Lb*, of Stum
January 1 $24,086.27
February 22.345J8
March 1 21^5.90
25,381.000
23.400.000
24,571,000
$0,951
953
J593
April
18.985.05
16.340.47
18,142.36
29.741,066
26,900.000
26,476,000
.637
.572
.685
August
September
16,98725
18,983.40
16.384.33
36.127,000
36.166,000
33.527,000
.468
.525
.488
Measuring Water
THE principal methods used (or measuring water are given in outline forn
in the following table :
Table 92. Methods of MeaaurinB Water.
General Method
Examples
Gravimetric or Actual WeiKhing
Tanks and Scales
Tilting Weighers
Tanks
Tank Meter
Piston Type Meter
RoUry Type Meter
Disk Type Meter
Weirs
V-Noleh
Cycloidal
Trapezoidal
Velocity of Flow
Venturi Tube
Orifice
Pilot Tube
Pitometer
The volumetric and gravimetric methods are accurate and useful when
the flow does not need to be continuous. When the liquid must flow in a
continuous stream, the pitot tube, orifice, venturi tube, or weir methods must
be employed. The first three of these can be conveniently and quickly applied
for measuring liquids flowing in closed pipes under pressure. In these Uiree
methods, however, the pressure is the factor actually measured, and it varies
as the square of the rate of flow. Accuracy is secured therefore only for
flows between the maximum for which the instrument is designed and say
!^ or ^ of this maximum. At smaller flows the head is extremely small,
and any friction in the moving parts of the instrument introduces a serious
error.
ib. Google
OPER AT [ON
Fig. 3S3. Worthinston Water Weigher
Pis. 254. Hammond Volumetric Meter.
ib. Google
OPKRATION 589
The plain orifice, either submerged or discharging into free air, presents
the same difficulty at small heads. The ordinary rectangular weir is better,
but each size of weir requires a different device for converting head to flow
in a recording and integrating instrument. In the V-notch or trianjtular
weir, the cross-section of the issuing stream is a similar figure at all heads,
so that the relation of flow to head is fairly constant
Gravimetric meters depend upon the actual weighing of the water. Two
tanks are arranged so that they can be filled until a definite weight is balanced.
They are then dumped alternately, a record being made of the number of
dumpings. This same method is ujed in testing work, except that the tanks
used rest upon platform scales. Fig. 253 shows a gravimetric meter.
Pig. 355. Valve Gear of Hammond Volumetric Meter.
The Hammond volumetric meter, made by the Alberger E^imp and Con-
denser Co., is illustrated in Fig. 254 and 255, Two chambers are alternately
filled and emptied, and the cycle recorded on a counter. The valve gear is
operated by the pressure exerted on the discharge valves and timed by the
movement of the floats ; and it swings the guide which directs the water into
either of the compartments. The valve gear is shown in Fig. 255. An
outstanding feature is the ease with which the vital parts cati be seen and
the accuracy of operation checked. For instance, a needle gage is provided
for each compartment, and this may be observed at any time to see that the
gear trips exactly at the right level. The error between lero and maximum
rated capacity is guaranteed to be within J^ of 1 per cent.
In a V-notch meter designed primarily for use with open feed-water heat-
ers (see Fig. 168, pa^e 32S). a float operates the recording and integrating
mechanism. The motion of the float is communicated to a cylindrical drum.
which is attached to a disk provided with a spiral slot. This slot forms a
cam, the motion of which is imparted through a follower to the indicating,
recording and integrating mechanism. The meter and recorder shown in
Fig. 168 is accurate to within less than \'/i per cent.
ib. Google
OPERATION
Adjusfi'ng Sfop
4-Ikiy[ningraH'ria \
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•Comflolltr
Support- ior
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Zero Lint
Cam
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Pig. 256. Vcnturi Metering Tube and Meaauring Mcchaniam.
ib. Google
OPERATION a
The theoretical discharge over a V-notch weir is given by the formula
3=(fs-j2^X')
where Q := discharge in cu. ft. per sec.
H = height of water above bottom of notch
B = half the breadth of notch at water level
« = slope of the notch, or the quotient. B/H.
For a right-angled notch, the slope e becomes unity. Combining a
efficient of discharge with the constant part (assuming g to be const
of the above equation, the formula for discharge over a ri^-angled V-notch
weir with sharp edges may be written
H. W. King made a thorough investigation at the University of Michi-
gan, supplemented his results by the experiments of Thompson and Ban, and
deduced the following expression as the mean of experimental results :
Q = 2.52 H-" (73)
Venturi meters for measuring hot water are generally made in from 2
to 12-in. sizes. Fig. 256 shows a typical arrangement of meter tube and
measuring mechanism. The meter actually registers in gallons, but is usually
calibrated to read in pounds. Table 93 shows the measuring capacities of
standard meter tubes. For hot water, extra heavy meter tubes with American
Extra Heavy Standard flange ends are usually selected. The meters are
graduated for a standard temperature of 62 deg., so that the correction curve
furnished by the manufacturers must be used for other temperatures. If the
nieter tube is p1;<ced in a pipe line subject to pulsations from the pump, an air
chamber must be installed.
The formula for measuring the flow of water through a Venturi meter
( Fig. 256) is
C=C.J
(fy-
(71)
where Q = discharge in cu. ft per sec
C = a constant, usually taken as 0.97, but Coadenough gives 0.96
for the meters now on the market
A = area in sq. ft. at entrance to meter (A)
a = area in sq. ft. at throat (B)
H = difference in heads at entrance (A) and throat (B), re-
in the flow meter shown in Fig. 257. cither a pitot tube or an orifice is
inserted into the pipe where the flow is to be measured. The pressure differ-
ences created by the flow are transmitted to a murcury column in the meter
body. The rise and fall of this column are made to engage and disen^ge
conductors which vary the electrical current flowing through a circuit. The
measuring mechanism is included in this circuit. The indicating, integrating
and recording mechanism really measure electrical quantities, although these
are proportional to similar quantities (flow, amount, etc.) for the fluid pass-
ing through the pipe.
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OPERATION
(O
Table 93.
Measuring Capacitiea ofVenturi Hot Water Meter
Dt^
Tab*
n. In.
InlH
O01b.perhp.pvbr.)
W.tarnow,
PoVDda par Hour
T.t«
Fl™,
laeba
.rr
3
I
1
1
11'^
3
45
66
115
5M
850
1,600
.30
1,960
3,470
17,600
26.400
46,100
3
4
7
35
50
90
'2H
2
2
1
4H
3
2
85
115
180
1,150
1.600
2,350
2,660
3,470
5,420
34,500
45.100
70,400
6
7
11
70
90
140
3
2
2
2
11
4H
2
116
ISO
260
1,500
2,350
3,380
3.470
5.420
7,820
46,100
70.400
102,000
7
11
16
90
140
205
4
4
3
3
.28
6
■i
180
SOS
465
2,350
4,000
6,000
5,420
9,170
13,000
70.400
119,000
181,000
11
18
28
140
240
360
5
6
4
4
Si
a
306
405
726
4.000
6,000
9,400
9.170
13.900
21.700
119,000
181,000
282,000
18
28
43
240
360
560
6
5
5
4
11
4H
10
3
466
725
l.MO
6,000
0,400
i3,eoo
13,900
21,700
31.300
181.000
282,000
406.000
28
43
63
360
560
810
8
7
6
6
2
4
870
1530
1.850
11.300
16,000
24.100
26,500
36,600
55,600
344,000
476.000
722.000
53
73
111
680
950
1,440
10
9
8
7
6
5
1.230
1350
2,900
16,000
24.100
37.60q
36.600
55,600
86,900
4T6.000
722.000
1,129.000
73
111
174
050
1,440
2,260
12
11
9
8
0
11
10
0
1^60
2,900
4,200
54.200
37.600
64,200
65,600
86.900
125,000
722.000
1.129,000
1,626.000
HI
174
250
1,440
2,280
3,260
Inlminn IbsUh i
nto-tliouldDol
not b«1iu«rted
iM ^^ Gita vain* or
ib. Google
OPERATION
Fi(. 257. Republic Flow Meter for Measuring Water or Steam.
Practically all of the so-called (low meters on the market are appli<
with certain moditications to either steam or water measurement. O
types of flow meters are described under "Metering Steam."
ib. Google
OPERATION 595
Metering Steam
\^OST practical Gleam meters are based upon one or the other of two
^"'- principles, both depending on the velocity of flow. Either there is a
constriction inserted in the steam pipe so as to cause a small pressure di£Fer-
encc, which will vary with the amount of steam passing, or the velocity of
the flowing steam is measured by a pitot tube, or else the steam in flowing
through an orifice impinges against a movable pari which assumes different
positions for different rates of flow.
The actual measuring instrument can be placed at any convenient dis-
tance from the steam pipe and is connected to it by two small copper lubes
filled with water of condensation. These tubes transmit the differential pres-
sure to the instrument. The latter can either indicate on a dial or scale
the rate of flow of the steam at any instant, or record the rate of flow
graphically on a chart, or integrate numerically by means of a counting
mechanism the quantity which has passed in any given time. All these
functions can be combined in one instrument.
In instruments using the con strict cd-pipe principle, the quantity of steam
passing per unit time is taken as being directly proportional to the square
root of the difference of pressure on the two sides of the constriction. This
proportion holds, however, only if the pressure and the superheat of the steam
are constant. In the simplest form of pitot apparatus, two tubes are inserted
through the side of the steam pipe, one being cut off flush with the inner
wall of the pipe and the other bent so that its open end faces the flowing
steam. Both tubes are submitted to the static pressure of the steam, but
the bent one measures also the dynamic pressure due to the velocity. The
difference in pressure in the two tubes is therefore a measure of the rate
of flow and can be employed to operate an instrument. The disturbance of
the flow due to the presence of the pitot tube itself must be reekrned with.
An alternative to the fixed orifice consists of a variable orifice designed
to create a constant pressure drop. The steam passes upward through the
seat of an automatically lifting valve, which is held in a higher or lower
position according to the rate of flow. A lever mechanism connects the
valve with the pointer of the instrument At low velocities the forces acting
are so small that the readings are unreliable. In instruments depem'ing upon
the drop of pressure across an orifice, this difficulty can be overcome either
by inserting a smaller orifice, or by using a butterfly valve which can be locked
in one of several positions according to the rate of flow. Thus the range
of the instrument can be altered without interfering with the steam pipe. In
every type of instrument referred to, however, accurate metering is difficult
when the density of the steam varies.
The best steam meters working under commercial conditions are correct
within plus or minus 2 per cent at loads ranging from three-quarters to full
load. At half load the accuracy will be within ZJ^ per cent, and from one-
quarter to one-sixth load it will be within 4 per cent. Such accuracy can be
obtained only by calibrating each instrument under conditions similar to
those under which it will have to work.
In the simplest instruments, namely, those that merely indicate the rate
of flow at an instant, the differential pressure acts upon liquid in a U-tube.
the liquid rises in one limb and indicates by its height the rate of Row. This
is read off a graduated scale placed alongside the liquid column. Water is
sometimes used as the indicating liquid, partly on account of the ease with
which it is automatically su^qtlied by condensation, and partly because of
the open scale obtained with small pressures. Mercury, however, is fre-
quently adopted.
ib.Google
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ib.Google
OPERATION 597
The instrament shown in Fig. 261 uses the orifice principle at a constant
difference of pressure, the size of orifice being varied to allow different
amounts of steam to pass. This is accomplished by a float set in the orifice,
so shaped that its motion changes the effective area of the orifice. The float
movement is transmitted to an arm carried by a horizontal shaft projecting
through tjie casing, and carrying, at its outer extremity, the recording pencil
and indicator pointer.
Fig- 361. Mechanism of Variable Orifice Type of Steam Flow Meter.
Some of the instruments used to measure water (see Fig. 2S7) can also
be used to measure steam. In the latter service, however, a condenser must
be used so that the steam does not come directly into contact with the
internal mechaniim of the instrument In some designs the steam flow meter
b combined with other instruments. Fig. 262 consists of a steam flow
meter, to record the amount of steam generated; an air flow meter, to record
the amount of air supplied to th^ furnace; and a recording thermometer, to
record the temperature of the uptake or the escaping chimney gases. All
these readings are shown on a single chart The steam flow is measured
by the use of a special orifice, placed between two flanges in the pipe line,
and corrugated to form its own gasket. Holes are drilled on either side
of the flange Jii which the orifice is inserted, and are connected
with the pressure recording device in the instrument The air flow part of
ib. Google
OPERATION
ib. Google
OPERATION 599
the meter is operated by the difference between pressures in fire box and
in smoke boTc. The flue gas temperature is obtained by the aid of a nitrogen-
lilled bulb, extending across the path of the gases where they leave the
boiler heating surface. The average temperature of all gases is thus obtained,
and the condition of the boiler heating surface and baffles can be checked.
The record of steam flow is made in red ink, and that of air flow in blue
ink. The latter is calibrated so that under ideal conditions the blue and
red records coincide on the chart. When the air Flow pen reads more than
the steam flow, there is an excess of air passing, and when it reads less,
the air supply is insufficient; thus improper conditions can be easily rectified.
r
Weighing Coal
HE equipment for this work may be divided into three classes— that for
weighing the coal received, that for weighing the total amount of coal
consumed, and that for weighing the coal consumed by each boiler unit
For checking the amount of coal received at a plant, there are several
types of equipment, — track scales, wagon scales, weighing hoppers with hand-
operated or automatic scales, conveyor weighers, and coal meters. For de-
termining the quantity of coal used each day in a boiler room the same tjrpei
of weighing or measuring devices can be used, and also the movable weigh-
ing hopper or traveling Tarry equipped with scale.
Track scales are set in the car track so that a section of the rails is
carried by the scale platform, and the railroad cars can be run upon the plat-
form and weighed. The wagon scale is similar. The coal may be handled
in small hand-operated industrial cars, automatic railway cars, or cars
operated by electricity or a cable system. Track scales can be provided to
weigh the coal handled by such cars, and if the amount handled justifies the
expense, the scales can automatically record the weight as the car passes
over the scale platform without stopping. The recording device of one of
these scales consists of a wheel having the numbers in type on its periphery,
and when a lever is moved by the attendant or is tripped automatically as the
car passes over the platform, the wheel revolves a distance depending on the
weight, and then prints the amount on a tape which is fed from one roller
and wound up on another. The weights of the different loads are thus
recorded on the tape, which can be taken off whenever desired.
Track scales are also used for overhead tracks, usually of the monorail
type. A separate section of rail or rails is supported on the scale beam so
that the larries or trolleys carrying the loads can be stopped and weighed,
or if an automatic recording scale is installed, the loads can be weighed as
they pass over this section of track.
Fig. 258 illustrates an automatic receiving scale of 75 tons hourly capac-
ity. This type of scale is very satisfactorily adapted to use in those plants
where track scales cannot be installed. It operates by the gravity of the
coal which must be delivered from some point above the scale, and thus
can take its charges from a hopper, bunker, elevator or conveyor and dis-
charge into a hopper, chute, conveyor or elevator boot, depending upon the
service required and the local conditions of handling.
A crusher is necessary to reduce run of mine coal to reasonably uniform
sizes for the successful operation of an automatic hopper scale. Where this
is not done, or where coal is handled on a belt, bucket or pan conveyor, a
conveyor scale is applicable, and is recommended where head room will not
admit of a hopper scale. In one type of conveyor scale a section of the
conveyor is suspended on a floating platform balanced through a compound
leverage system by an iron float in a cylinder of mercury. For varying
weights, the float takes up dilTerent positions, and its movement offers a
ib. Google
Inttallation of 2500 H. P. oT Heine Standard Boilers ii
Ridgewood Pumping Station, Brooklyn, N. Y.
ib. Google
OPERATION
Fig. 358. Richardion Automatic Receiving Scale.
Fig. 359. Traveling Weigh Hopper.
ib. Google
OPERATION
For keeping a record of the coal used under each separate boiler the
devices ordinarily employed are the automatic scale and the coal meter.
The automatic scale may be stationary if the coal bunkers are located above
the boiler fronts or may be installed on a traveling larry if the coal bunkers
are located at the ends of the firing aisle. When stationary, each individual
scale is mounted on a frame directly beneath the overhead bunkers from
which It receives the coal ; and it discharges the coal after weighing, into
the spout which leads down to the stoker hopper.
Fig. 259 illustrates a traveling larry, which consists of a four-wheeled
carriage or truck, upon which is mounted a hopper and scale. The truck
moves upon an I-beam track by hand operation of the chain wheel geared
to one truck axle. The scale beam is located so as to be balanced and read
from the floor. In large central stations where traveling larries are used.
they are usually driven by an electric motor and equipped with automatic
scales. The operator rides in a cage on the larry and keeps a record of the
coal delivered to each boiler.
The spouts leading from the overhead bunkers are sometimes fitted with
a helical vane, Fig. 260, which is calibrated 30 that its rotation is a guide
of the amount of fuel used by each boiler. The rotation of the vane is
transmitted by shafts and gears to a counter registeriog on a dial.
F^. 360. Coal Meter of the Helical Vane Type.
When stoker fired, the amount of coal used by each boiler may be
roughly determined by installing revolution counters on the stoker ^aft.
With chain grate stokers the r.p.m. of the stoker sprocket must be used in
conjunction with the depth of fire and width of grate to get a rough check
on the coal consumption. In underfeed stokers of the Riley, Taylor or
Westinghouse type, about 17 to 18 lbs. of coal per retort Is fed to the furnace
with each revolution of the crank shaft
ib. Google
OPERATION 603
Handling Coal
""THE handling of coal and ashes resolvea itself into the following stages:
J- (1) Unloading of coal as received, either by land or water; (2) Its
transfer to bunkers or other storage; (3) Its movement to boilers ready for
ftring; and (4) Removal and final disposal of ashes.
Unloading of Coal. When the plant is not large enough to warrant a
railroad siding the coal is delivered by truck and unloaded by hand. If
bottom-dumping cars are available, the coal can be discharged directly into
hoppers or into the storage space provided. With water delivery a clam-
shell bucket, operated by a locomotive crane or from a tower, can be used
to move the fuel from the barge.
Methods of Storing Coal. In small plants the coal may be stored in
bins, bunkers or piles inside the boiler room ; but in larger plants the quan-
tities of coal used each day are so large that the inside bunkers hold only
a few days' supply and outside storage is necessary,
A convenient storage system often employed is that in which the storage
space is adjacent to the boiler room and the whole served by a continuous
tnicket conveyor. This bucket conveyor runs horizontally in a tunnel beneath
the coal storage space and boiler room floor, rises vertically at the far end
of the boiler room, returns horizontally on a bridge over the boiler coal
bunkers and outside storage space and finally descends at the outer end of
the storage pile to the tunnel, thug completely encircling the boiler room
and storage. Chutes below the coal storage bin deliver the coal to the
Fig. 263. Circular Co«] Storage System
ib. Google
<53
ib.Google
by a t
which
OPERATION 60S
buckets, which then carry it up sbove the boiler bunkers where a tripping
device overturna the buckets and discharges the coal to the bunkers. A con-
tinuous bucket conveyor installation of this type usually handles ashes as
well as coal.
The Circular Storage Sytlem, Fig. 263, is often used for storing coal
for power plant use and is suitable for capacities ranging from 5000 tons up.
It consists of a long radius locomotive crane equipped with self-filling bucket.
running on a circular track around a central track hopper into which coal
is dumped from railroad cars. The coal to be stored is taken from this
central pit or hopper by the bucket and delivered to the pile. This system
has a handling capacity of from 40 to 250 tons per hour, according to the
size of the bucket and crane employed.
RectangMiar Storage. A few large plants store their coal in a pile spanned
a traveling bridge. The coal is received in hopper bottom railroad cars
mich discharge into a pit running lengthwise of the pile, from which it is
removed by a grab bucket operated from the bridge and placed on the storage
pile. The capacity of a storage of this type is determined by the span of the
bridge and length and height of pile. Economical handling capacities of
storage systems of this type are from 100 to 300 tons per hour.
Submerged Storage, Bituminous coal which is subject to spontaneous
combustion is sometimes stored under water. Storage bins for this purpose
may be constructed of concrete, the inside surfaces being treated with a
waterproofing compound. A 6000 tons submerged storage pit has been con-
structed by ihe Omaha Electric Light and Power Company. The pit is built
of concrete with walla 22 ft. high on three sides. The fourth wall is 16 ft.
higher and serves as the support for one rail of the crane runway. The
other rail is carried by a girder along the side of the power house. Two
SO-ton receiving hoppers, also of concrete, are located at the power house
end of the submerged storage.
The storage and spontaneous combustion of bituminous coal are dis-
cussed on page 466.
Transfer of Coal from Storage to Boiler Room. Where mechanical
storage systems are in use, the transfer of the coal from storage pile to car
is accomplished by means of grab buckets operated from locomotive cranes
or bridges as described above. However, where mechanical storage systems
arc not used, and where storage piles are at some distance from the boiler
room, portable loaders are used to transfer the coal from pile to car or wagon.
These loaders may be either of the bucket or belt type and may be driven
by electric motor or gasoline engine.
Coal can be transferred to the boiler bunkers by small hand or power-
operated cars, or by a conveyor system. Conveyors may be of several dif-
ferent types, the selection depending upon the conditions.
Screw Conveyors may be used for horizontally conveying coal of J^
inch or less, a distance of 100 or 150 ft. The conveyor or screw consists of
sections of a stamped or rolled steel helix mounted on hollow steel shafting,
carried by hangers. The screw, which is driven by gears or sprockets at
one end, revolves in a steel box through which the fuel is conveyed.
Scraper or Flight Conveyors may be used for conveying tine sizes of coal
horizontally or on inclines up to about 45 degrees. Single strand conveyors
of this type consist of a single chain to which are bolted steel flights or
plates. Double strand conveyors have the flights suspended from two chains,
and are used whert the conveyors are long and subjected to heavy service.
Either type may be equipped with sliding blocks or rollers. The troughs
through which the coal is conveyed are made of steel plate or of wood lined
with plates.
ib. Google
dl/i.
OPERATION
^^^^^
ib.Google
OPERATION 607
Apron Conveyors »Tt often used tor conveying coal horizontally or on
inclines up to about 30 degrees. larger sizes of coal may be handled with
this type than with screw or flight conveyors. The apron conveyor consists
of two strands of roller chain separated by overlapping apron plates with
sides from 2 to 6 inches high. These apron plates carry the coal ; and as the
coal is carried instead of being dragged, less power is required and maut'
tenance costs are less than with scraper or screw conveyors.
Pivoted Bucket Conveyors. Fig. 264, are frequently used in power
plants. Their use in handling coal from storage to bunkers is discussed
in a previous paragraph. This type of conveyor will handle comparatively
large sizes of coal at capacities ranging from 15 to 200 tons per hour.
Bell Conveyors will handle coal satisfactorily on horizontal runs or on
inclines up to 20 degrees at capacities up to 500 tons per hour. This type of
conveyor. Fig. 265, consists of an endless belt driven by suitable pulleys
and carried upon Idler pulleys so arranged that the "carrying" side of the
s trough-shaped in cross- section. The loaded or carrying side may
CfcM H H ho*
Fig. 265. Belt Conveyor.
be supported by three or five troughing idlers as may be required, while the
empty side is carried on straight return idlers. The idlers are carried bv iron
or wooden stands, spaced from 3 to 6 ft, centers on the troughing side, and
from 6 to 12 ft. on the return side. The belts generally used consist of
plies of coiion duck cemented together with a rubber compound and protected
from moisture and abrasion by ^ rubber cover. Tripping devices placed at
the required points discharge the coal from the belt. These trippers are
mounted on a carriagie and consist essentially of two pulleys, one above and
slightly in advance of the other, so that the belt runs over the upper one and
under the lower one, thus throwing the coal into a chute on the first I'own-
ward turn of the belt. The trippers may be fixed so that the coal will always
discharge at one point, or movable when it is desired to discharge the coal
into di^erent bunkers. Movable trippers may be propelled by a hand-crank
or automatically propelled by gearing.
Coal Crushers. When coal is handled by screw or scraper conveyors it
is necessary to crush the coal down to about ^ inch size. Belt or bucket
conveyors will satisfactorily handle larger sizes.
Coal crushers are generally installed beneath or adjacent to the receiving
hoppers, see Fig, 263.
A type of crusher satisfactory for reducing run of mine bituminous coal
to a size suitable for stoker use, consists of two rolls provided with solid cast
steel or renewable steel teeth. The rolls are mounted in a heavy frame and
arc gear driven. Relief spring bearings are provided for one of the rolls,
so that they may separate in case tramp iron enters the crusher.
ib. Google
«8 OPERATION
Coal BunkcTt are ^nerally overhead when mechanicat coal handling
systems and stokers are installed. Usually, overhead bunkers should hold not
less than one day's supply of coal. In lar^ stations where there are no
facilities for outside storage, the overhead bunkers may hold as much as a ten
days' supply.
Coal bunkers may be arranged so that each boiler or each batter) has
its individual bunker, or there may be one continuous bunker for all the
boilers. Catenary, parabolic and V-shaped bunkers are generally of the con-
tinuous type. The angle of repose of coal varies from 35 to 40 <legrees; liut
due to convenience in fabricating, the 45 degrees slope is generally used for
hopper bottoms. Overhead bunkers raay be constructed of unlined steel
plate, of structural steel lined with concrete or of reinforced concrete.
Down spouts with a shut-olf gate convey the coal from the bunkers to
the firing floor or the stoker hoppers.
Where overhead bunkers are not installed immediately over the boiler,
traveling larries. Fig. 258. ur traveling buckets, carry the coal from the
distributing bunker or coal storage to the boiler fronts.
Ash Handling Systems
IN all Ixiilers the ashes are either raked out onto the firmg floors or are
dropped into ash pits. The design and construction of ash pits of different
types of boiler settings is discussed in Chapter 4 on FURNACES AND SET-
TINGS.
The pits often discharge into small push or electric cars, which carry
the ashes to a conveyor or elevator system, from which they are carried to
the ash bunkers. The coal handling system is used sometimes for carrying
ashes, although it is considered that the two should be separated, because of
the abrasive action of the ashes. When the systems are combined, the
pivoted-bucket conveyor has the advantage that the parts can be replaced
easily as they wear or corrode.
The bucket and chain elevator, with rigid buckets, is a common method
of elevating ashes. The ashes are fed into a boot forming the bottom part
of the elevator, are scooped up by the buckets and carried inside a casing
to the top of the elevator, where they are discharged into a spout leading
to the point of disposal. This may be an ash bunker, a truck or a railroad car.
The skip hoist is another well known method of ash removal ; it con-
sists of a bucket running on inclined or vertical tracks, and hoisted by a
steel cable attached to a motor-driven winding machine. The bucket and
chain elevator is recommended for small plants, where the lift is 40 ft. or
less. For larger plants the skip hoist is said to have the advantages of
simplicity, low power consumption, and ability to handle the large clinkers
often produced by forced draft stokers at high overloads.
Pneumatic Ash Conveyors. These consist primarily of a pipe through
which a current of rapidly moving air carries the ashes to any desired point.
Inlets to receive the ashes, consist of tees which are plugged when net ia
use; and are provided wherever convenient, such as in front of the ashpits.
The conveyor may discharge onto the ground or into a hopper from which
cars and wagons may be filled. The commencement of the pipe should
have an open end, so that there is an ample flow of air along the pipe at
the first ash inlet.
In vacuum conveyors, a vacuum is produced in a closed tank, either by
means of a motor-driven or a steam jet exhauster. When steam-jets are
used, they may either be arranged to exhaust from a hopper as just described,
or may be introduced at some point or points after the last inlet, generally
at a bend in the conveyor pipe. Steam-jet conveyors may either discharge
into the open or into vented tanks.
ib. Google
OPERATION 609
Since the ash travels at a high vdocity, the abrasive action is considerable,
especially at changes of direction. Therefore, bends are provided with easily
replaceable "wearing-backs," and the ash is generally discharged against
some form of target to protect the hopper wall.
Fig. 266 shows one end of the boiler room of No. 2 plant of the Heme
Company. The inlets of the ash conveyor are flush with the firing floor,
and offer no impediment when closed. The ashes are removed very rapidly
and the boiler room is kept free from dust and dirt.
Fig. 366. Detrick-Hagan Steam- Jet A*h Conveyor.
With hopper ashpits, the conveyor pipe may be laid on the basement
floor or hung from the underside of the tiring floor as is most convenient.
Connections may also he made to the combustion chambers.
Clinkers should he broken up and ashes and dust should be dry when
fed to the conveyor to avoid clogging, particularly at bends. Water sprays
are frequently placed in the conveyor pipe near the discharge end, or in the
ash Unk.
Steam-jet conveyors are less noisy than vacuum systems with a steam-
jet exhauster drawing from the ash tank. It is difficult to muffle these
latter, owing to the abrasive or "sandblast" action of the fine dust quickly
perforating metal baffles.
Flumes. In some plants where there is a plentiful supply of water,
lliimes are constnicteil beneath the bailer setting, into which the stokers
discharge their refuse. A stream of water flowing through the flume washes
the ashes into a pit from which an elevator discharges them to a railroad
car or wagon.
ib. Google
610 OPERATION
The ash bins used with mechanical conveying systems may be made of
steel, coDcrete-Hneil, or of concrete on a steel skeleton. On account of the
corrosive action of the wet ashes, concrete or brick bins are often rsed.
They should be ventilated to prevent gas explosions. The discharge is from
the bottom to wagons or railroad cart.
Handling of Fuel Oil
THE use of fuel oil requires special provisions for storage. While a
gravity system of boiler feed is sometimes permissible in small plants or
in places where large outdoor areas are available for the location of distant
tanks, the usual practice is to place properly vented cylindrical steel tanks
under ground or at least below the level of the furnace.
The arrangement adopted is governed in most instances by local and
insurance regulations.
The use of a continuous circulating system, that is, with the surplus oil
returned to the tank by means of a release valve or by the use of a stand-
pipe, prevents choking, and is especially important with highly viscous oils.
The pumps, which are preferably installed in duplicate to protect against in-
terruption of service, can be either rotary or reciprocating, although the
former insures a more even pressure.
Live or exhaust steam heaters are ordinarily used in the pressure line,
with additional coils in the storage tank if very heavy oils are used.
Some satisfactory systems for handling fuel oil are the Rogers-Higgim,
Staples and Pfeifer, Koertitig, Coen and Moore. Fig. 267, illustrating a
Roger j-Higgins Oil SyJteni, shows the general principles involved. One
of two duplex oil pumps, mounted on an exhaust steam heater, serves to
draw the fuel from the storage tank and to force it through the heater and
strainer to the burners in front of the furnace, where it is atomized by steam.
The relief valve above the heater carries back the excess oil to the tank
by a separate line.
Diagram of Typical Oil Handling Installation.
i shown in Fig, 51,
Cleaning Boilers
THE sticcessful and efficient operation of a boiler demands thst the heat-
ing surface be clean both externally and internally. External cleaning of
the Heine boiler by means of an efficient mechanical soot blowing system
has been discussed in Chapter 1 on HEINE PRACTICE. In water tube
ib. Google
OPERATION «1
boilers, the waterlegs of which are not equipped with hollow staybolts, or
in vertically baffled boilers, the external heating surface is cleaned with a
hand lance, or the ■rotating element" type of mechanical soot blower.
If boilers are to be stored out in the weather for even short periods,
the exterior surfaces should be protected wilh a good grade of red lead or
black paint.
To remove the grease and oil which remain from the operation of manu-
facture, new boilers should be boiled out twice over, with a charge of 2
to 5 lb. of soda ash each time.
The effect of scale on heat transmission has been discussed in Chapter
14 on FEED WATER. It is obvious that the preferable way to keep
internal heating surfaces clean is to avoid scale formation by proper treat-
ment of the water before it is fed to the boiler. However, all boiler plants
are not equipped with water treating systems ; and often, under bad water
conditions, it is not possible to purge the water of scale-forming materials
entirely even with chemical treatment. Hence all boilers are subject in a
greater or lesser degree to scale formation.
When scale has once formed on the heating surface, it is usual to remove
it by washing out or by turbining. If chemical compounds are used, care
must be taken to see that the resulting mud or sludge is blown off, as
otherwise there is a tendency for it to lodge again on the heating surface
and cause bagged or blistered tubes.
Where the scale is of a very soft nature, or where mud deposits on the
tubes without baking, the heating surface may be effectively cleaned by
washing out with water. But where the scale is hard, turbining is necessary.
There are several types of turbine tube cleaners on the market, the most
satisfactory of which is the water turbine. This, as Fig. 268, usually con-
sists of a cylindrical casing containing a small hydraulic turbine, with the
necessary guide plate and turbine wheel. On an extension of the turbine
Pig. 268. Roto Tube Cleaner.
shaft, arms are mounted to which cutters are attached. These arms revolve
at high speed and the cutters bearing upon the scale, chip it off the tube in
small pieces. The stream of water flowing from the turbine envelopes the
cutlers, keeps their edges cool, and washes away the scale as it is loosened.
It is not advisable to operate turbine tube cleaners by steam, because
the hot steam exhausting through the tube heats it and causes it to expand
to a greater length than its cool companions, and this tends to loosen the
tube expansion in the waterleg, resulting in leaks.
Hammer type mechanical tube cleaners, in which the scale is loosened by
a series of rapid hammer blows, are applicable to either water tube or fire
tube boilers, but are more generally used for the latter. Care must be taken
that they are not kept at work in one spot for any length of time, as this
tends to wealien the tubes by peening bags on them.
Both hammer and turbine types may be operated by water, steam or com-
pressed air.
ib. Google
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ib.Google
OPERATION 613
Renewing Tubes
OLD tubes can be removed readily by collapsing the ends of the tube with
a cold chisel and hammer; but care must be taken not to injure the seat
in the tube hole.
When the new tube is in position for expanding, the ends should not pro-
ject through the tube sheet more than Vw nor less than Vi. inch. There are two
types of tube expanders in use, known as the Prosier and the Dudgeon.
The Prosier type, which finds favor in locomotive practice, consist? of a
number of steel segments held together by a rubber or spring steel ring.
These segments are of such a size that when the expander is collapsed, it
is of smaller size than the bore of the tube, so that it may be inserted easily-
The segments surround a tapered steel mandrel, by driving which the seg-
ments are separated and bear against the tube. By gradually driving in the
mandrel, slacking and turning the tool and driving again, the tube is expanded
into its seat in the tube sheet.
The Dudgeon expander, which is widely used in stationary water tube
practice, expands the tube by the continuovis pressure of steel rollers turning
inside the tube. This type of expander. Fig. 269, consists of a hollow cylin-
der, with three or more slots in which are steel rollers. A tapered steel
mandrel is inserted through a central hole ill the cylinder and bears upon
the rolls. By revolving the expander and driving the mandrel, the rolls are
forced outward as they rotate, thus expanding the tube. This expander can
be either hand or power operated.
Fig, 269. Henderer- Ferguson Self-Feed Roller Tube Expander.
-4ftet expanding the tube into its seat in the tube sheet, the tube is
slightly flared. Flaring can be done with a so-called "belling" tool or by
using the Dudgeon expander with one steeply tapered roll substituted for a
straight roll.
The tubes in water-tube boilers are seldom beaded. When desired this
may be done with a beailing tool or "boot"
Care of Idle Boilers
TF a boiler is to be out of service for three or four months it should be
*■ cleaned thoroughly both internally and externally, by washing out, turbin-
ing and soot blowing. It should then be tilled up with water, to which IGO
or 150 lbs. of soda ash have been added. A slow fire should then l)e maintained
until all air has been expelled from the boiler, after which the boiler should
be pumped full and closed up tightly. If the stack is located directly above
the boiler, the stack lop should be covered, or the boiler surface so protected
that rain cannot reach it.
If the boiler is to be idle for longer than three or four months, it
should be emptied, turhined, washed out. left open to dry, and brushed with a
scraper or stiff wire brush. A tray of quicklime should then be placed inside
the drum and the boiler closed up tightly.
ib. Google
614 OPERATION
Some engineers, before emptying a boiler that is to be laid up, place
several gallons of cniile oil in the shell, so that when the blow-off or drain
is open^ and the water let out. the oil will form a protecting film on the
internal heating surface. If this method is used, the boiler must be thor-
oughly boiled out with soda ash before again being placed in service, so that
all traces of oil may be removed.
"Cuttmg-In" Boilers
TO "cnt-in" a boiler or to put it "on the line" after it has been out of
service, is to place it in free communication with other boilers that are
nnder steam.
In cutting in a boiler that has been idle, the stop-valve should be kept
closed until the (team pressure in the boiler has risen to the exact value
thai is prevailing at the time in the steam main to which the boiler is to
be connected. It is not sufficient to bring the pressure to within a few
pounds of that in the main. Practice of this kind should not be tolerated,
for it is exceedingly important that the equality should be as exact as the
engineer can make it by the aid of his pressure gages. Then, when the
equality is apparently exact, the main stop-valve should be opened very
■lowly and carefully. It should be opened by a mere crack at tirst, because
it will be impossible by means of commercial steam-gages to judge the
equality of the pressure so closely that there will be no flow of steam in
either direction. The object of opening the valve slowly is to permit the
■mall outstanding difference of pressure to become equalized very gradually.
If there is any evidence of disturbance in the boiler or the piping, as indicated
by snapping or pounding, or by abnormal vibration of the boiler, the stop-
valve should be immediately closed again.
It is safer to have the pressure in the boiler that is to be cut in. a little
higher than that in the steam main, rather than to have it a little lower,
because steam will then flow from the boiler out into the main instead of
in the opposite direction. Having the pressure in the boiler exceed that in
the main, however, is nol recommended. It is far better to have the two
exactly equal.
Boiler Inspection
THERE are many engineers who believe that boiler inspection is solely
the concern of the state or insurance boiler inspector. This attitude is
not even justified from the consideration of safety only; and it is certainly not
justified when successful and efficient operation is considered. The engineer
should not only go over the boiler with the inspector at the time of his
rather infrequent visits, but should also make it a point to inspect the boiler
at intervals of a month or two. The inspection of the Heine water tube
boiler will be discussed here, although the methods of procedure in the case
of other types will be somewhat the same.
Before making the actual inspection, the engineer will Snd it to his ad-
vantage to have a blue print of the boiler and setting so that he may check
any unusual condition by reference to the print. He will find it necessary to
have with him a six-foot rule, a pair of calipers, a stick of chalk, and a
pencil and note book. An electric light in a guard on an extension cord
is a desirable part of his equipment, though in lieu of this, a packet flashlight,
kerosene torch or candle may be used to furnish light. A mason's hammer
b a desirable tool to carry, as it can be used for tapping tubes, rivets, etc,
and also for chipping scale from the heating surface, clinker from the out-
side of the tubes, etc.
Inspection of the boiler must be both external and internal. External
inspection covers the outside of the setting, the inside of the furnace, and
the exterior of the tubes, waterlegs and shells, while interior inspection refers
to the examination of die interior side of the boiler heating surface.
ib. Google
OPERATION 615
In general, it is most convenient to make the external examination first,
for during this part of the work a helper may be knocking in man hole
covers, removing hand hole plates and making ready for internal inspection.
External Inspection. When examining the exterior of the setting, the
condition of the brick work should be noted. Cracks and loose bricks
should be pointed up to prevent air leakage. Inspection doors, fire doors,
and ash doors should fit tightly. Buckstays should be close to the brick
work or they are not properly supporting the walls, which is their only
function.
Entering the furnace, the grates or stoker parts should be examined.
Warped or burned grate bars or defective stoker parts should be renewed.
That part of the furnace brick work subjected to the highest furnace tem-
peratures should be carefully examined, particularly with reference to erosion
or to excessive building up of clinker accumulations. Note whether or not
the brickwork protecting the bottoms of the front and rear waterlegs is
intact, as these parts should not be exposed to the direct action of flame.
Scrape the soot and clinker down from the lower baffle and renew such
tile as are faulty. By holding the light between the rows of tubes near
each waterleg, look for evidence of leaky tube expansions or leaky staybolts.
If any are evident, make note of the location by counting the row up
from the bottom and over from one side, and record the same in the note
Enter the setting above the tubes, and drop the light down between the
rows of tubes near the waterleg and look for evidences of leaky expansions
as was done from below. Note also the condition of the soot blower ele-
ments, which should extend at least ;4 'n- and preferably yi in. through
the waterleg. IE any are burned off flush with (he waterleg they should be
replaced, as the effectiveness of the blast is lessened and erosion of the
staybolt is liable to result Look for any soot accumulations which seem to
indicate that the soot blowers are not effective in cleaiiing certain portions of
the heating surface. Examine the upper baffle and make note of any tile
replacements needed. Inspect the riveted throat connections and shell joints,
looking for incrustations which may be evidence of leaks. Look carefully
for external corrosion, such as thinning of tubes, and for commencement of
cracks near joints in the sheets. Have the helper work the damper rigging
and note the operation of the damper. This completes the external inspec-
tion of the boiler.
Internal Ins/-ection. Before making the internal inspection oE the boiler
BE SURE that:
(1) The main stop valve is tightly closed.
(2) The automatic non-return valve is screwed down.
(3) The blow-off valves arc closed.
(4) The feed water valves are closed.
(5) The water tender or firemen know you are in the boiler.
Upon entering the drum, note the thickness or character of the scale
deposits, and look for evidences of oil along the water line. Chip away
the scale at every seam, note the condition of the rivet heads and look for
evidences of corrosion or grooving. Examine the throat stays, and by holding
the light down into the waterleg, note the condition of the staybolts. In-
spect the dry pipe, deflection plate and mud drum, and see that they are held
securely iti position. Examine the connections to the water column and see
that the pipes are clear.
Examine the staybolts in the waterleg. Tap them with the hammer to
see if they are tight Examine the hand hole cap seats, noting whether any
are cut or grooved, or whether gaskets are sticking. Have a helper hold a
light at one end of each tube while you examine the tube from the other end.
Look for piles of loose scale, which, unless removed, may lodge in the tube
and cause a bag or blister. Note character and thickness of scale.
ib. Google
616 OPERATION
After the boiler and furnace have been inspected, the steam gage should
be calibrated and the water column, blow-off piping and valves should be
examined. If the safety valves have been repaired or reground, they will
have to be reset by a responsible operator after the boiler is fired up.
A report should be made after each inspectioi] and filed for future
reference. The re^rt will make possible a comparison of the condition of
the boiler at any time with its condition at former inspections ; and wiU also
indicate any repairs that are liable to be needed at the next shut-down, so
that the material may be ordered and be on hand when wanted, thus prevent-
ing unnecessary delay.
Cost of Generating Steam
EVERY power plant is a business in itself, whether it be a large central
station or a small isolated plant; and as a business, its records should
be kept in such a manner that the cost of producing power is known.
The object of keeping records is not only to allocate charges for deter-
mining a fair cost or selling price of the power : but also to enable the plant
manager to compare station performance from time to time, and tbe engineer
lo analyze the various records with a view of reducing all losses to a mini-
Different methods of cost accounting are applicable to different types of
power plants. A public utility corporation, which not only generates power,
but distributes its product over a wide area, will of necessity employ a differ*
ent cost keeping method than a manufacturing plant which uses its steam
for power, lighting, industrial cooking, etc. Many slates require that public
utility corporations submit annual statements on printed forms provided by the
state, and this governs the method of cost accounting to be followed in such
instances. But the owner of a private plant is free to use his own method
of cost keeping, and the following general methods of accounting the cost
of generating steam have been outlined for such cases.
Power plant costs usually include the total cost of power production,
with no subdivision of cost into boiler room and engine room expense. For
example, the labor item is seldom subdivided so as to cover the various
duties it performs ; yet the necessity of these operations being performed
creates the expense, and unless it is known how much labor is required to
perform them, the magnitude and cause of the expense is only approximate.
The cost of generating steam is the largest factor in power cost, and hence
it is essential for intelligent management that this cost be kept separate from
engine room and distribution expenses.
Costs can be divided into tliree general classes: (1) overhead or fixed
charges, (2) operating costs and (3) maintenance costs.
Overhead Charges
Overhead or lixed charges may include :
Interest on Investment Taxes
Depreciation Insurance
Rent Management
InUrcst on Investment. Expert accountants are not in agreement as 10
the propriety of including this item. It is contended that interest form:) part
of profit, and if included in overhead cost it is virtually charged twice over.
But in comparing competing equipment, interest on the cost at prevailing
rates for borrowing money should be considered, so as to make the compari-
ib. Google
OPERATION 617
Physical depreciation is defined as the decrease in value of equipment due
to age or wear and tear in service, while functional depreciation means the
decrease in value of equipment due to its becoming unsuitable for use or
out of date before the end of its estimated life. It is obvious that the rate
of physical depreciation can be lessened by increasing the life of apparatus by
repairs and proper maintenance.
There is considerable disagreement between eugineers and between ac-
countants as to tlie proper method of computing depreciation charges.
Probably the most commonly used is the straight-line method which is based
upon the assumption that if the investment, less th° salvage value, is divided
by the life of the equipment, the resulting quotient expresses the amount
which should be allowed each year to cover tiie accrued depreciation. Fre-
quently the salvage value is not taken into consideration, as being more
Rental. A proportion of the rent paid for land and buildings should be
included in overhead charges, unless these are owned by the concern.
Taxes. The location of the plant governs this item, which may range
from 0.1 per cent to 2.S per cent on the assessed valuation of the equipment
Insurance may include fire, employers' liability and boiler insurance; the
amount being charged to the cost of steam generation, being pro rated to suit
the particular plant conditions.
Management Cost is very frequently included in the overhead cliarges,
and as such may include a proportion of the following;
Manager's Time OfTice Maintenance
Chief Engineer's Time Restaurant
Drafting Room Care of Grounds
Office Help Miscellaneous
Operating Costs
Boiler room operating costs include both labor acid material, which
may be enumerated as follows:
Fuel
Water
Lubricants
Miscellaneous Tootj
Water Softening Chemicals or Boiler Compounds
Rags and Waste
Miscellaneous
Coal Unloading and Handling
Feeding Stokers or Furnaces
Tending Water
Cleaning Fire Side of Boilers
Cleaning Water Side of Boilers
Cleaning Economizer
Cleaning Feed Water Heaters
Qeaning Bailer Room
Ash Handhng and Disposal
Testing Boilers
Miscellaneous
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618 OPERATION
Fuel is the largest single item of expense in boiler room operation, and
therefore any saving efFecied in its use is readily noted on the cost sheet.
Labor is the next highest cost of operation. By keeping careful record o( the
distribution of labor in the boiler room, operating costs in this regard
can be kept down to the minimum necessary for the efficient handling of the
equipment. Any undue labor cost in the items enumerated above will also
serve to indicate the advisability of installing more efficient apparatus or labor
saving machinery.
Uaintcnance Coat*
Boiler room maintenance costs also include both labor and material.
In some respects the line drawn between maintenance costs and operating
costs is a fine one ; though, in general, maintenance is understood to refer to
the labor and material cost on repairs to:
Buildings Superheaters
Stacks and Breeching* Feed Water Heaters
Coal Handling Machinery Water Softeners
.A.sh Handling Machinery p^ ^„j Injectors
Stokers and rumaces r>- - u- . ^ ^.. ,-
Fans and Ducts P'Pmg, Valves, Traps, VipK Covernig
Motors and Stoker Engines Tools
Boilers and Settings Instruments
Economizers Miacelbneous
Maintenance costs tend to increase with the age of equipment. While
(derating costs are lowered by the installation of labor saving machinery,
maintenance costs are slightly increased.
Pour 315 H. P. Heine Standard BoiteT* Kt over Jooet Uaderfeed Stoken
in the Hamilton Countjr Court HousCt Cinctnaatl, ^>la>
ib. Google
INDEX
A.S.M.E,, boiler construction code, 49
A.S.M.E., boiler testing rules, 513
Absolute
temperature, 370
Mro o£ temperature, 370
Accounts of steam getieration cost 6\6
Acidic of water, see Water
Adiabatic expansion, 407
Peabody's diagram, 415
Air
admission of secondary, 90
carbon dioxide
excess and, 572
inleakage of, and, 573
combustion
actual required, 397
theoretical required, 394
composition of, 390
cooled furnace blocks, ISl
cooling firebrick walls, 151
currents and insulation, 361
excess, and weight of gases, 179
gas weight and excess, 179
heaters, 339
air pressure loss in, 339
humidity, 537
leakage,
draft ducts, 236
settings, 153, 577
moisture in. 539
removal in feed water beaters, 329
required
per pound of coal, 39S
per 10.000 B.t.u.. 189
with forced draft, 227
grates, 58, 97
setting walls, 145
sped 6c heat, 403
water vapor and, weight of, 401
weight. 182
saturated, 540
volume and, 400
Alberger water meter, SS9
Alcohol thermometers. 373
Analyses, coal, 440
Analysis.
ash, 457
coal, 450
fuel, 450
gas, 532
' 1 of volumetric, 543
Analysis—Continued
gas — Continued
weight of flue gases and, 179
Anthracite. 436
briquets, 470
cleaning fires. 568
firing low volatile. 563
forced draft and small, 562
free burning, 563
fuel bed thickness, 566
furnace for hand 6ring, 95
grate bars, 97
hand firing. 562
heating sur&icc ratios, 562
high setting, 96
setting for hand firing, 95
sizes. 443
specific gravity, 436
"on'struction, 153
flat, 153
smoke and deflection, 93
Asbestos, 355
cement for boiler walls, 367
coating for settings, 157
conductivity, 3S3
heat resistance, 357
Ash. 457
analysis, 457
bins. 610
boiler testing, 536
coal, in
evaporation and, 459
beat value and, 458
reducing, 458
combustible in, loss, 545
composition, 457
conveyors, 608
flume, 609
pneumatic, 608
steam Jet 608
vacuum, 608
determination, coal analysis, 451
effect on firebrick. 151
elevators, 608
fusibility in U. S. coals, 463
fusion, 461
Illinois coal, 462
Indiana coal, 462
handling, 608
hoists, 608
Ashpits, 107
capacity, 107
ib. Google
Ashpits — Con tinued
combustion in. 111
doors, 111
hand firing, 107, 109
hopper, 109
large capacity, 109
teaky doors, HI
lining of hopper, III
side feed stokers, 109
valves, 111
Atmosphere, composition of, 390
Atomic weights, 390
Atomizing oil fuel, 119
Auxiliaries
exhaust to feed heaters, 326
regulation of exhaust to feed heater,
326
steam used by, 423, 547
Auxiliary
engines, 341
fuel bed (or blast furnace gas, 129
turbines, 341
Badger expansion joint, 290
BafHes,
deflecting, in fiues, 217
divided pass, 65
fjues, in, 217
forming furnace roof, 65
soot blowers and, 65
tight, keeping, 65
tiles. 66
Baffling, 59
boiler efficiency and, 63
cliimney temperature and, 63
draft loss and, 62
exit gas temperature and, 63
extinguishing action with vertical, 93
flue gas temperature and, 63
furnace temperature and, 87
head room for vertical, 91
Heine boilera, 27
smoke and horizontal, 87
stack temperature and, 61
verlical, and head room, 91
waste heat boilers, 141
burning, 137
composition, 477
grate bars for, 99
grates, 137
heat value, 475
Bailey boiler meter, 598
lialanced draft, 584
Ranked fires. 568
fuel consumption by, 568
quick steaming from, 568
Bark, see Tan baric
Barometer
boiler testing and, 536
chimneys and height of, 173, 192
Bends, expansion pipe, 2^
Best Calorex oil burner, 121
Birkholt-Terbeck gas burner, 130
Bituminous coal, see Coal, bituminous
Blast furnace gas, 128
boiler setting, 128
burners, 130
burning. 128
composition, 483
dust. 129
explosions, 129
heat value, 483
igniting grate, 129
Blow down of safety valves. 554
Blowing soot, 39. 41, 610
Blow-off
piping, 275
valves. 274, 560
Boiler,
capacity and economy, 66
circulation. 66, 568
Heine, 35, 43
quick steaming and, 568
compounds, 510
construction. A. S. M. E. code, 49
drums, heat insulation of, 157
efficiency, 546
baffling and, 63
carbon dioxide and, 572
characteristics. 66
clinker and, 461
superheating and, 69
with two stokers, 105
feeding, see
Centrifugal boiler feed pnmps
Feed pumps
Feed water heaters
Injectors
Water
fittings, 551
Heine cross drum, 43
horsepower, 55
inspection, 614
precautions. 615
report, 616
operation,
economical, 584
under "test conditions." 585
waste heat 142
plant depreciation, 616
rating, 55
room basement, 110
settings, 85
air leakage, 153
air leakage and CO.. 573
air leakage, curing, 577
air leakage, prevention, 157
air leakage, testing for, 577
,, Google
Boi 1 e r — Con tinu ed
settings— Continued
nir space in walls. ]45
air-tight, for waate heat, 142
anchor rods, 14JJ
anthracite. 95
arches in, 153
asbestos coating, 157
bagasse, 137
blast furnace gas, 128
brick required for, 147
brickwork, 145
buckstays, 148
cargo boats, 143
chain grate stokers, 100
classification. 92
concrete, 147
down draft, 95, 100
draft loss. 11J6
dredge boat, 143
fireclay mortar, 147
foundations, 145
front feed stokers, 101
gas burning, 127
.glazed brick, 156
high smokeless, 91
insulating, 155
insulating brick, 155
magnesia coating, 157
marine. 143
oil burning, 117
over feed stokers, 101
powdered coal, III
radiation, 153
refuse burning, 133
shavings. 134
side feed stokers, 100
smokeless, 93
steel casing, 156
toker
, too
stokers,
tic rods, 148
underfeed stokers, 103
walls. 145
wall ties, 155
waste heat, 139
wood chips. 134
wood chips and coal. 134
specifications, staridard, 49
testing, 513
accuracy, 515, 547
air temperature, 531
ashes and refuse, 536
ashes, combustible in, 545
barometer, 536
calculating heat ba Ian ire. 542
calculating simple test, 528
calorimeter, Carpenter, 522
calorimeter, coal, 455
calortmeter, sas, 482
calorimeter, Junker, 482
calorimeter, Mahltr, 455
•iler — Continued
testi n g— Con tin ue d
calorimeter. Peabody, 518
calorimeter, separating. 522
calorimeter, throttling, 518
carbon monoxide loss, 545
Car pettier calorimeter. 522
chart. 526
coal sampling. 517
coal weighing, 517
condition of boiler. 515
data required. 515
draft gages, S36, 579
efficiency, boiler, 546
efficiency, furnace, 546
efficiency, overall, 546
exit gas temperature. 529
factor for moisture in steam, !
factor of evaporation, 528
feed water temperature, 517
feed water weighing, 515
flue gas analysis, 531
Hue gas heat loss. 54.1
due gas temperature. 529
furnace temperature, 536
gas analysis, 532
gas analysis apparatus, 532
gas analysis, conversion, 543
gas sampling continuous, 532
gas sampling tubes, 531
gaseous fuel. 550
guaranlee tolerance, 547
hand firing. 523
heat balance example. 546
beat balance form. 541
heat losses, 542
Hemp el apparatus, 535
humidity of air, 535
humidity tables, 537
hydrocarbon loss. 546
hydrogen loss, 543. 546
leakage of water, 516
liquid fuel, 550
log book. 526
losses unaccounted for, 546
mechanical stokers, 525
n air, 536, 539
n air, loss by, 545
n coal, loss by, 542
... _ .n steam, 518
observations, 525
Onat apparatus, 532
Orsat operation, 533
Peabody calorimeter, 518
personnel, 513
radiation loss, 546
records. 525 ■
report of complete test. 540
report of simple test, 526
sampling coal, 517
samplit^ gat, 531
i, Google
Boiler — Continneil
testing — Continued
sampling steam, 523
separating calorimeter, 522
starting and stopping, 523
steam pressure, 518
Steam quali^, 518
steam ubies, 523
superheated steam, 523
temperature of air, 531
temperature of feed water, 517
temperature of flue gases, 529
temperature of furnace, 536
throttling calorimeter, 518
unaccounted for losses, 546
water gages, 516
water meters, 516, 587
weighing coal, 517
weighing feed water, 515
weighing scales, 517
weight of gases, 543
the lirst Htine, 52
tubes, conductivity, 383
wall insulation, 367
water gages, 516, 551
with two stokers, 105
air-tight settings for waste heat, 142
baffling, 59
waste heat, 141
blowing soot, 610
Heme, 39. 41
cleaning, 610
Heine, 21, 39, 41, 43
vection and heat transfer, 385
I waste heat, 141
"cutting in." 614
dead gas pockets, 59
draft loss, 62, 186
waste heat, 142
dusting, 6)0
dust in waste heat, 142
fans for waste heat, 142
feed water heating in Heine, 35, 45
gas pockets in, 59
heat transfer, 389
waste heat, 141
Heine
cross drum, 43
longitudinal drum, 23
marine. 47
high draft loss, 142
high gas velocity. 141
idle, 613
stand-by, S68
steam separation in Heine, 35, 43
temperature drop in, 389
waste heat, 139
water purification in Heine, 19, 35, 45
zinc plates in marine, 49
Boiling point of water at different pres-
sures, 500
Bomb calorimeter. 455
Botmot powdered coal system, 112
BonrdoH pressure gage, 555
BradthaW'Fraser gas burner, 131
Brady {HarringtoH) stoker, 168
Breechings, 214
arrangement. 219
baffles in, 217
cleaning doors. 217
construction, 217
design, 215
draft loss through. 187
example of. 218
insulation. 220, 367
size of. 214
Brick
arches, 153
boiler settiiws,
glazed, 156
insnlating, 155
vitrified. 156
chimneys, 201
tire. 148
plastic fire, 152
Bricks, number of, for settings, 147
Brickwork
boiler settings, 145
smokeless combustion, 85
Bridge wall
cleaning table, 567
^s passage area over, 93
British thermal unit, 378
Briquets, 469
inthra
■- 470
carbocoal, 471
lignite, 471
peat. 471
weight of, 466
BucksUys, 148
Bunkers, coal, 608
Burners,
gag. 128
oil. 119
powdered coal, 116
tar, 125
Burning superheaters, 76, 555
Buying fuels under contract, 486
C
Calibrating
pyrometers. 370
thermometers, 370, 373
water meters, 516
California oil, heat value, 479
Calorex oil burner, 121
Calorimeter,
bomb. 455
Carpenter separating, 522 ■.
coal, 455
formula for throttling, 521
, Google
Calorimeter — Continued
033,482
Junktr gas, 482
Mahler bomb, 455
Peabody steam, 518
separating, 522
steam connection. 523
throttling, 518
Campbells coal classification, 437
Cannel coal, 437
Carbocoal briquets, 471
combustion data, 393
determinaiion in coal, 451, 453
Carbon dioxide
boiler efficiency and, S?2
careless firing and, 572
excess air and, 572
desirable percentage, 572
dirty fires and, S?5
leaky setting and, 573
recorders, 5?7
specific heat of, 403
weight of flue gases and, 179, 543
Carbon monoxide
combustion data, 393
heat loss due to, 545. 577
recorders, 578
specific heat, 403
Carpenter calorimeter, 522
Cast iron.
effect of heat on, 97. 252
for grates, 96
strength of, 97. 271
superheated steam and, 83
Cast steel and superheated steam, 83
Caustic embrittlement. 511
Causticity of feed water, 503. SOS
Celsius temperature scale, 369
Cement.
plastic fireclay, 152
settings coated with asbestos. 157
Centigrade temperature scale, 370
Centrifugal boiler feed pumps, 302
capacity. 305
characteristics, 303
DeLavfa,yS6
efficiency, 305
horsepower, 305
hot water capacity, 318
Lta-Co%rtenay, 307
motor-driven, 313
regillatu^. 313
single-stage, 306
turbine driven, 305, 345
with low'pressure economizer, 306
Check valvfis. 274
Chimneys, 1/3
anthracite, 173
at altitudes, 192
Chimneys — Continued
B.H,P. and draft table, 176
baffles in, 217
brick.
ladders on, 206
lining for, 205
radid. 201
capacity table, 176
characteristics, 177
cinders, discharging, _..,
cleaning doors, 195, 207
coal burned, weight of, 185
coal burning,
anthracite, 173
western. 184
concrete. 207
design of, 209
erection of, 210
connections for
fiues. 214
, induced draft fans. 241
cost by height. 173
defective, strengthening. 214
deflectors in. 217
draft
capacity and. 181
H.P. and, table, 176
losses tabulated, 187
loss in. 182
required, 187
evas3, 191
examples, J 84
flue openings in, 214, 241
foundations, 193
sizes. 194
gas basis, design on. 189
gas burning 190
gases.
heat of fuel in, 334, 543
weight of. 182, 543
gyed steel, 197
P. and draft table, 176
height,
anthracite, 173
cost and, 173
economical, 173
highest, 173, 216
concrete, 211
joints in steel, 200
ladders,
brick, 206
steel, 195
lightning rods, 206
bride, 20S
steel, 195
municipal refuse, 191
oil burning. 189
power plant typical. 184
pressure of wind, 193
ib. Google
Chimneys — Continued
radial brick, 201
refuse, municipal, 191
reinforced concrete, 207
reinforcing old brick, 213
remodeling, 214
self-tupporting iteel, 194
soot collectors in, 207
steel,
guyed, 197
join
I, 200
ladders o .
lining for, 195
self-supi>orting, 194
strengthening defective, 214
stoker firing, 184
table, draft and H.P., 176
temperature,
drop in, 174
gases, average, 181
typical power plant, 184
velocity of gases in, 189
venturi, 191
wind pressure on, 193
wood burning, 191
Cinder separating fans, 237, 572
Cinders from chimneys, 572
Circnlation, see Bailer circulalicin
Geaning
boilers, see Boilers, cleaning
coal, 458
fires, 567
anthracite. 568
CO. and, 575
Ubie. 567
Cleveland stoker, 159
Clinker, 459
adherence, 151
avoiding. 466
boiler efficiency and, 461
hard, 459
Illinois coal, 462
Indiana coal, 462
soft, 461
sticking, 151
U. S. coals, 463
Coal,
air required, 395
per 10,000 B.t.u., 189
analyses, 440
analysis, 450
statements, 450
anthracite, 436
ash,
and heat value of, 458
fusibility, 463
reduction in, 458
bituminous. 436
fuel bed thickness, 566
hand firing, 560
briquets, 469
Coal — Continued
bunkers, 608
burners for powdered, 115
burning powdered. 111
buying under contract, 486
calorimeter, Mahler, 455
cannel, 437
carbon in. 453
classification,
composition, 437
geological, 435
clinker, 459, 562
composition. 435, 440
consumption,
banked lires, 568
stand-by boilers, 563
conveyors, 60S
apron. 607
belt. 607
flight, 605
pivoted bucket, 607
scraper, 605
screw. 605
crushers, 607
draft for, 185
evaporation and ash in. 459
-gas,
composition, 483
heat value of, 483
gases, weight of flue, 543
geological classification, 435
hand firing,
anthracite. 562
bituminous. 560
handling, 603
see Coal conveyors
heat value by
ana1}>^is. 453
calorimeter, 455
hydrogen in, 453, 543
location of deposits, 437
meter, helical vane. 602
analysis, 450
loss due to. 5«
sampling, 517
nitrogen in. 453
oxygen in, 453
powdered,
burners, 115
burning, 111
proximate analysis. 451
sampling, 445
boiler testing. 517
errors, 547
semi -anthracite. 436
semi-bituminous, 436
ly Google
Coal — Con f i nued
specifications, 486
spontaneous combustion of, 467
spoats, 608
storage, 603
circular, 605
deterioration, 467
rectangular, 60S
submerged, 605
sub-bituminous, 436
sulphur in, 451, 463
-tar, s
E Tar
ultimate analysis, 451
unloading, 603
volatile matter, 451
volume, 467
washing, 458
weighing, see Boiler testing
continuous, 599
conveyor scales, 599
helical vane, 602
hopper scale, 601
hopper, traveling, 601
stoker speed, 602
I rack scales, 599
traveling hopper. 601
traveling larry, 602
weight of, 466
Cochrane feed water heater, 325
Cnchrane water softener. 509
Coen oil burner, 123
Coke,
breeze, 474
composition, 473
heat value, 473
-oven gas,
burning. 131
composition, 483
heat valne. 483
weight of, 474
Colloidal fuel, 481
Combustion, 389
air required,
actual. 397
theoretical, 394
ashpit. 111
baffle furnace roof and, 65
chamber. 85
bhst furnace gas, 128
pas pas^aitc areas. 93
Heine boilers, 21, 37
natural gas, 127
oil. 117
shape of, 90
size of, 85
surface, oil burning, 117
temperature, 86
chemistry of, 390
data. 393
furnace
temperature and, 86
Combustion — Con tinned
f u rnace — Con tinned
volume and, 87
heat of, 394
losses. 397
rate. 57
requirements, 85
space,
grate area and, 89
required. 85, 89
spontaneous, of coal, 467
Combustion Eng. Co., Type "E" stoker.
161
Concrete
boiler settings, 147
chimneys, 207
Condensers, heat transfer in. 389
Conduction of heat, 379, 383
Conductivity,
boiler tubes, 383
insulation, 155
materials. 351
table of, 353
refractories. 15S
Cones, Seger, 377
Continental stoker, 167
Control boards, 584
Convection, 379, 385
waste heat boilers, 141
Conveyors, wood refuse and pneumatic,
133
see Coal conveyors.
Copes' feed water regulator, 314
Cork heat insulation. 357
Corn, heat value, 474
Corrosion,
feed pumps. 301
feed water and, 510
gases in feed water and, 503, 510
marine boilers, 49
Cost
accounts of generating steam. 616
boilers by heating surface, 57
comparison of boiler feed pumps, 305
reducing, of generating steam. 587
reduction, Folakov method of power,
585
Coxe stoker, 168
Crushers, coal. 607
Culm, grate bars for, 97
"Cutting-in" boilers, 614
D
Dampers, 220
balancing. 222
design, 221
details, 222
forced draft, 23S
induced draft, 241
operation of. 222
regulators, 584
,,Goog[e
DfLaval centrifugal feed pump, 306
Depreciation of boiler plant, 616
Destructor chimneys, refuse, 191
Detrkk-Hagan ash conveyor, 609
Detroit stoker, 159
Diatoniaceous earth, 357
DifFerential draft gases, 580
DisengaginS surface, steam, 67
Down draft furnace, 9S, 100
Draft
anthracite, small, 173, 562
balanced, 584
chimney capacity and, 181
coal bumiiw, IsS
diagrams, ^3
ducts, forced, 235
air leakage, 236
forced, 227
gases,
boiler testing, 536
choked passes, 581
compound, ^O
connections, 580
diaphragm, 580
differential, 580
flow meter, 581
liquid for. 580
multiple. 580
poor fires. S81
simple, 579
slanting tube, 580
small pressure differences, 580
gas burning, 190
induced, 236
579
lignite. 566
accelerating gases, 187
air heaters, 339
altering gas velocity, 187
baffling and, 62
boiler setting. 186
chimnevs, I&
186
t boiler
142
losses tabulated, 187
mechanical. 223
oil burning. 189
pressures, forced, 227, 231
rcKulators, 584
table, chimneys. 176
wood burning, 191
Ducts, forced draft. 235
air leakage in. 236
Dudgeon tube expander, 613
Dulong formula, 454, 479
Dumping grates, 97, 568
Dust
blast furnace gas. 129
Dust— Continued
blowers
baffles and, 65
boilers, 39. 41, 610
economizers, 333
superheaters, 31
doors, leaking, 153
separating fans, 237
waste heat boilers, 141
E
Earth, diatomaceous, 357
Economizers, 331
counter flow. 334
dimensions, 337
draft
diagram, 225
loss through, 186
Green, 333
heating surface, 337
heat
recovery by, 335
transfer rate, 335
integral. 331
low pressure, 306
performance, 333
saving effected by, 333
scrapers, 333
soot blowers, 333
steel tube. 331
surface. 337
Electrical pyrometers, 373
Electrolysis and corrosion, 510
Embrittlement. caustic, SII
Engines,
auxili^y, 341
fan. 343
pump, 309
stoker, 343
superheated steam, 69
Entropy, 407
diagrams, 414
Peabody, 4!S
MoUier. 416
superheated steam, 69
Equivalent
evaporation, 55, 528
mechanical, of heat, 378
Erosion of turbine blades, 73
Esehka's method for sulphur, 451
Evaporation
ash in coal and, 459
equivalent. 55, 528
factor of, 55, 528
rate, 57
rate and circulation, 66
Evase chimneys, 191
Everlasting blow-off valve, 560
carbon dioxide and, 572
general effect, 575
,, Google
Excess aii^G>Dtuine<l
weight of gases and, 179
Exit gases, see Flue gases
Expansion,
adiabatic 407, 414
firebrick, 149
force of, piping, 286
isothermal, 407, 414
joints, 286
metals, coefficients. 283
nozzles, 417
pipe bends, 287
piping, 283
steam, 407
Explosion doors, 129
Explosions with blast furnace gas. 129
Extinguishing action with vertical baf-
fling, 93
F
Factor
for moisture in steam, S28
of evaporation, SS, 528
Fahrenheit scale, 370
characteristics, 229
chimney connections for induced draft,
241
cinder separating, 237, 572
damoers for
forced draft, 235
induced draft, 241
density of gases with induced draft,
239
dirt unbalancing, 229, 236
drives, 238
ducts, 235
efficiency, induced dr%ft. 240
engine and feed pump, 3(^
engines, 343
erosion, induced draft, 236
forced draft, 227
ducts. 235
H.P. output, 235
inlet screens, 236
load on induced draft. 239
operating difficulties, 229
output. 235
performance. 232
pitot tube, testing. 232
safe tip speed, 232
screens, 236
sizes,
forced draft. 228
induced draft, 237
induced draft, 237
safe. 232
test. 232
testing, 232
induced draft. 240
pitot tube, 232
Fans — Continued
turbine driven, 227, 343
types of, 229
waste heat boilers, 142
water-cooled bearings, 237
weakened by heat, 239
weight,
forced draft, 228
induced draft, 237
Feed pumps, 297
air chambers, 296
automatic regulation, 310
bronze fittings, 301
capacity,
duplex, 299
hot water, 299, 317
simplex, 298
single cylinder, 296
centrifugal, see Centrifugal boiler feed
pumps
corrosion, 301
cost comparison, 305
direct acting
power, 309
steam, 297
duplex, 299
excess pressure, 297
regulator, 310
knocking, S9
motor driven, 311
regulator, 311
performance, 301
piston speed, 299
power driven, 309
pressure regulator, 310
regulation, 313
"short stroking," 298, 299
simplex, 296
single cylinder. 298
"steam bound." 299
steam consumption, 302, 305
suction lift, 317
hot water, 317
suction piping, 318
triplex. 309
volumetric efficiency. 298
Feed water, see Water
constant excess pressure, 310
economy of beating, 323
heaters, 323
closed, 327
Cochrane, 325
filter. 326
metering, 325
oil separating, 326
open. 323
PaUerson-Berryman, 327
regulation of exhaust steam to. 326
removal of air in, 329
■election of, 330
ib. Google
Feed water — Continued
beatii^ in
Heine boilers, 35, 45
ice plants, 329
purification in Heine boilers, 19
quantity required. 297
regulators, 310
steam required to heat, 325
Felt, hair, 357
Ferguson tube expander, 613
Firy pyrometer, 377
Filters,
feed water heater, 326
water treatment, 508
Firebrick, 148
air-cooted blocks, 151
arches, 153
blocks,
air-cooled. 151
perforated, 151
commercial, 149
compression of, 149
effect of ash on. 151
expansion of, 149
fusing point, 149
hardness, 149
mortar for. 151
nodules, ratio of, 149
plastic, 152
plasticity of, 148
special blocks, 148
standard shapes, 150
surface, oil burning, 117
weight of. 151
Fireclay, 148
cements, plastic, 151
mortar. 151
plastic cement, 151
ashpit, in, Idl
cleaning, 567
protection and stand-by boilers, 56S
sand. 151
Fires, banked, 568
carbon dioxide and, 574
tools. 563
Flexible metallic pipe, 293
Flooding superheaters, 76
Flow meter
draft gage as, 581
RepubUe. 594
steam, 595
variable orifice, 597
water. 594
Flow of steam,
Grashof. 421
Napier. 421
nozzles, 417
P,>0.S8P„ 421
Raleau, 420
Flue gases,
air heaters. 339
analysis, 531
apparatus, 532
conversion to weight. 543
OrMt, 532
heat of fuel in. 334
loss due to CO in. 545
loss due to heat in, 543
sampling,
continuous. 532.
tubes. 531
temperature, 178. 529
baffling and, 61, 63
elTiciency and, 574
superheating and. 69
weight of, 182, 543
Flues,
baffles in, 217
cleaning doors. 217
construction of. 217
defied
1, 217
_i of, 215
example of. 218
draft loss, 182, 187
insulation, 220
size. 184. 214
underground. 220
Fluxes in fireclay mortar, 151
Foaming and bad water, 510
Foersi oil burner, 121
Forced draft,
air required, 227
ducts, 235
fans, see Fans
pressures. 227
Foundations,
boiler settings, 145
chimneys, 193
Fraier's coal classificati
Fuel, 435
air required, 395
437
colloidal, 481
consumption, banketl fires. 568
errors m moisture in, 547
gaseous. 482
heat value, see fuel in question
high, 485
low, 485
wet, 477
hydrogen loss, 543
liquid. 478
loss due to
hydrogen in. 543
■■ in, 542
ib. Google
Fuel — Continu ed
moisture in,
errors, 547
finding, 450, 517
loss by, 542
oil. see Oil
sampling, 445
boiler testing, 517
errors, 547
superheating, extra for, 69
weight of gases, 543
wet, heat value of, 477
Furnaces.
air-cooled lining, 151
arches, 1S3
baffle roof, 65
boiler settings and, 85
chamber, gas passage areas, 93
desigii of, 85
down draft. 95. 100
gases from industrial, temperature of,
141
industrial, temperature of gases from,
141
linings, air-cooled, 151
oil burning, 119
smoke and down draft, 95, 100
smokeless, 93
temperature,
complete combustion and, 86
observing, 536
theoretical, 394
tile roof and, 87
volume, see fuel in question
Fusible plugs, 560
Fusion of
ash, 461
firebrick, 149
G
Gage,
boiler water. 516, 551
piping, boiler water, 551
Gages,
Gas,
see
Blast furnace gas
Coal gas
Coke-oven gas
Flue gases
Natural gas
Oil gas
Producer gas
Water gas
analysis, 532
CO recorders, S78
COi recorders, 577
Hemp el apparatus. 535
OrMi apparatus, 532
Gas — Continued
burners, 128
burning, 127
settings, 127
call
. 482
passage area, 59, 93
pockets, dead, 59
producer and superheated steam. 83
sampling,
errors, 547
flue. 531
temperature drop,
chimneys, 174
over heating surface, 387
velocity,
beat transfer, 385
waste heat boilers. 141
Gaseous fuels, 482
density of, 399
in feed water and corrosion, 503, 510
pressure effect, 398
properties, 398
specific heat of, 399, 401
temperature effect. 398
to\ar
. 398
weight, ;. _
Gate valves. 273
Globe valves, 273
Goodenough's steam tables, 424
Graphite, 436
Grashof, flow of steam, 421
air space, 58, 97
bar openings, S8, 97
anthracite, 97
bagasse, 137
cast iron for, 96
culm. 97
heat effect on east iron, 97
herringbone, 97
hoUow, 99
slotted, 97
Tupper. 97
hand firing, 96
inclination, 100
length, 99
slope, 100
surface, 57
anthracite, 562
ratio, 5a 562, 567
water. 95, 100
Green economiier, 333
Green stoker, 168
Guys for steel chimneys, 201
H
Hagan ash conveyor, 609
Hair felt. 357
Hammel oil burner, 120
,, Google
Hammond water meter, 589
Hand firing, 560
anthracite, 562
low volatile, 563
setting, 95
ashpit, 107
large, 109
CO, and, 574
coal cars, 563
depth of grate. 99
frequency, S6S
grates, 96
losses, 565
methods, 560
rules, 561
space for, 563
thickness of lire, 566
tools, 563
Handhole caps. Key, 27, 47, 54
Hard coal, see Anthracite
Harrington stoker, 168
Hayt draft gage, 560
Head room,
furnace for soft coal, 90
smokeless settings, 91
stolcer settings, 100
vertical baffling, 91, 93
Heat
balance,
calculating, 542
example, 546
form of, 54 1
combustion, of, 391
conduction, 383
effect on strength of materials, 97, 239.
252
insulation, 347
air currents, 361
breechings, 220, 367
boiler drums, 157, 365
boiler settings, 15S, 3^
cold water pipes, 367
commercial, 354
conductivity. 156, 353
cork, 357
economy, 349
efficiency. 360
flues. 220, 367
hair felt. 357
loose, 361
"magnesia, 8S%," 357
painting, 361
pipe size and, 360
piping, 360
piping, outdoor, 367
piping in trenches. 367
piping in tunnels, 367
piping, underground, 367
settings. 155
surface finish, 361 ___
turf ace r *
Heat— Continued
insulation — Continued
thicliness, 360
uses of, 355
walls, 367
waste without, 349
weight of, 355
loss,
bare surfaces, 348
CO in flue gases, 54S. 577
combustible in ash, S4S
commercial insulators, 354
hydrocarbons, 546
hydrogen, 543^
moisture in air, 545
moisture in coal, 542
radiation, 546
soot formation, 547
unaccounted for, 546
losses, see Heat balance
mechanical equivalent of, 378
radiation, 379
resistance, 385
asbestos, 357
specific, 378
gases, 399
theory, 369 __
transfer, 58, 378
air heaters. 339
boilers. 389
condensers, 389
convection, 385
economizers, 335
gas velocity and, 385
insulation, 359
scale and, 511
superheaters, 81
surface resistance, 347
waste heat boilers, 141
treatment, feed water, 507
units. 378
values, see fuel in question
Dulong formula, 454, 479
Heaters,
air, 339
feed water, see Feed water hi
Heating surface, 57
cost of boilers by, 57
economizer, 337
evaporation rate, 57
gas temperature drop over, ,
ratios, sis
anthracite, 5^
tan bark. 567
Height of furnace chamber am
smoke, 90
stoker settings. 100
vertical baffling, 93
Heine
baffle tile, 66
boiler, the first, 52
ib. Google
Heine — Continued
boilers,
baffling, 27
circulation. 19, 5
cleaning, 21
cross drum, 43
longitudinal drui
:. 47
23
overload capacity, 19, 568
small space re<iuired, 31
water purification in, 19
by-pass superheater, 78
marine suoerheater, 49
service. 23
soot blowers, 31, 41
superheat control. 29, 78
superheaters, 29, 78
Heine reinforced concrete chimney, 209
Hempel gas analysis apparatus. 535
Henderer tube expander, 613
High
draft loss, waste heat boilers, 142
gas velocity heat transfer. 38S
heat value of fuels, 485
pressure feed pumps, 301
anthracite, 96
smokelessness, 91
vertical baffling, 91
water signal, 551
Hog wood
firing, 566
fuel bed thickness, 566
Hopper ashpits, 109
Horizontal bafHing, 61
flame travel and. 93
furnace temperature and, 87
smoke and, 87, 93
Horsepower, boiler, 55
Hoi water and feed pump
capacity, 299, 317
corrosion, 301
suction lift. 317
Huddling chamber, safety valves, 554
Humidity of air,
heat loss due to, 545
observing, 536
tables, 537
Hydrocarbons, heat loss due to, 546
Hydrogen,
combustion data, 393
in fuels. 453
heat loss due to, 543
specific heat, 404
iriinots stoker, 169
Impact pressiure, pitot tube, 233
Induced draft, 236
chimney connection, 241
cinder separating fan, 237, 572
dampers, 241
density of gases, 239
diagram. ^
dirt untnUancing fans, 236
erosion of fans, 236
fan speeds, 237
sizes of fans, 237
weights of fans, 237
Infusorial earth (Kieselguhr), 357
Injectors, 319
"breaking," 323
exhaust steam. 323
inspirators, 322
live steam. 319
scale in, 323
steam pressure range, 321
suction lift 321
suction piping, 323
superheated steam, 321
thermal efficiency, 323
Inleakage of air,
see Air, leakage in settings.
Inspection of boilers, 614
precautions, 615
report, 616
Inspirators, 322
Instrument boards. 584
Insulating brick, 155
Isothermal expansion, 407, 414
Jet blowers. 227
Jones stoker, 162
Junker gas calorimeter, 482
Kellog chimneys, 203
Kent chimney table, 176
Key handhole caps, 27, 47, 54
Kieselguhr, 357
Kirkwood gas burner, 128
Kling-Weidlein gas burner, 130
Koerting oil burner, 123
oil burning system, 123
Laclede-Christy stoker, 170, 566
Ladders,
brick chimneys, 206
steel chimneys. 195
Lance, steam, 43
Laning, or stratification. 93
Larry, coal weighing, 602
Lea-Courtenay centrifugal feed pump,
307
i, Google
632
INDEX
Ugnite, 436
Meters— Continued
briquets, 471
water— Continued
composition, 436
V-notch formula, 591
firing. 566
volumetric. 589
forced draft, 566
Model stoker, 161
fuel bed thickness, S66
Moisture in
heat value, 436
air, 536, 545
moisture in, 436
coal, 450, 517
weight of, 466
errors, 547
Lining,
fuels, see fuel in question
air-cooled furnace. 151
loss due to, 477, 542
brick chimneys, 205
steam. 518
steel chimneys, I9S
factor for. 528
Lipiak flat arch, 153
Molecular weights. 391
Liquid fuels, 478
M oilier diagram, 416
boiler tests, 550
Moloch stoker, 162
Load
Mono CO, recorder, 578
dispatching, 569
Mortar,
signals. 569
firebrick. 147
Lopulco powdered coal burner, 116
fluxes in, 151
feeder, 115
fusion of, 151
Low
weight of fireclay. 151
heat value of fuels, 485
Muck-i coal classification, 437
water signal, 5SI
Mud drum, internal, 35, 45
Lubrication and superheat, 7S
N
Napier, flow of steam, 421
M
Marine
boilers
National stoker, 171
corrosion, 49
Natural gas
Heine. 47
burners, 128
settings, 143
burning, 127
zinc plates in 49
composition, 483
superheaters, 49
heat value, 483
Mason damper regulator, 583
working pressure, 482
Mechanical
Navy oil specifications. 497
draft. 223
Nitrogen
equivalent of heat, 3/8
in coal. 453
stokers. 159
specific heat 403
chain grate, 167
front Feed, 159
Noizles, steam, 417
convergent, 419
hand operated, 171
expansion, 417
overfeed. 1S9
P,>0.58P„ 421
settings. lOO
Roteau, 420
side feed. 159
underfeed. 161
O
treatment of water, SOS
Oil.
Megass, see Bagasse
atomizing, 119
Mercury thermometers. 373
burners, 119
Meters,
location. 119
Bailey boiler, 598
burning, 117
coal, helical vane, 602
boiler tests, 550
steam flow. S9S
chimney table, 190
variable orifice. 597
water, 587
combustion chamber, 117
hoiler testing. 516
fire brick surface, 117
furnace design, 119
(Cravimetric. 589
consumption, stand-by boilers.
crude, 479
Venturi capacities. 593
Venturi diagram, 590
fuel, 478
Venturi fonnula, 591
handling, 610
V-notch, 589
, Google
INDEX
Oil— Continued
Pipe— Continued
fuel— Continued
fi ttings — Cont inued
heat value, 479
east iron, 281
settings, 117
specifications, 497
cast steel, 261
flange, 263
specific gravity, 479
flange unions, 267
gas,
flanged, 12S lb., 265
flanged, 250 lb., 268
heat value. 483
general, 261
heater, 124
malleable iron, 261
and pump, 124
names of. 264
separation in
nut unions, 265
feed water heaters, 326
flanges,
Heine boilers, 4S
125 lb, 267
separators, 293
250 lb., 269
materials, 271
composition, 481
hangers, 293
heat value, 481
headers, cast steel, 252
•tar, 481
Operating
cost of feed pumps, 305
insulation, 360
double extra heavy, 2S6
cost of steam generation, 617
extra heavy, 255
economical boiler, 584
large 0. D.. 257
under "test conditions," 585
standard, 253
waste heat boilers, 142
steam, saturated, 276
Optical pyrometer, 377
steam, superheated, 281
Orifice, steam flow. 421
water, 281
Orsal apparatus, 532
strength of, 257
operation. 533
supports, 293
solutions, 533
water, 260
Oxygen
weight,
brass, 260
in coal. 453
specific heat, 403
copper, 260
P
double extra heavy, 256
Pattcrsou-Berryman feed water heater,
extra heavy. 255
327
large 0. D., 257
Peobody
standard, 253
calorimeter. 518
Pipes.
entropy diagram, 415
flow of
Peat. 435 ^
steam in, 275
briquets, 471
water in, 281
heat value, 436
weight, 466
Peck pivoted bucket conveyor, 606
friction pressure drop, 275
size' charts. 277
Pipe
velocity, 275
anchors. 286
brass, 252, 260
velocity,
steam. 275
bursting pressure, 257
water, 283
capacity,
double ^xtra heavy, 256
extra heavy. 255
standard, 253
/•utt irnn 7^^
Piping,
blow-off, 275
boiler water gage, 551
color identification, 251
ca3i iron, iji
condensation and superheating. 69
copper. 252, 260
extra heavy
design, 243
diagram, 251
drainage of steam, 243
brass, 261
expansion
copper. 261
iron, 255
and contraction, 283
bends, 287
heat effect on strength of, 252
force, 286
fittings,
joints, 286
brass, 263
of matenals, 285
, Google
P ipi ng — Continued
feed pump suction, 318
flaage joints, 267
identification, 251
insulation, 360
materials,
expansion of, 285
moduli of elasticity, 286
saturated steam, 259
screwed flanges, 268
slope of steam, 243
steam, draining, 243
superheated steam, 69, 83, 259
duplicate header, 245
loop header, 247
ring header, 247
selection, 244
single header, 244
unit, 247
unit, modified, 249
Van Stone joint, 271
vibration in steam. 243
water in steam, 243
water hammer in steam, 243
welded flanges, 271
wrought iron, 251
Pitot tube, 232
double, 233
water meter, 591
Plastic
firebrick, 152
fireclay cements, 151
Plasticity of firebrick, 148
Playford stoker, 170
Foiokov control board, 585
Powdered coal
burners, 116
burning. 111
control of air, 116
equipment, 113
feeders, 115
settings, 111
Power feed pumps, 309
Pneumatic conveyors,
ash, 608
wood refuse, 133
Precision Instrument Co., draft gage, 581
Pressure,
effect on boiling point of water, 500
effect on gases, 398
excess feed water, Z^
gages,
boiler testing, 518
correcting, 557
description, 555
head of water in pipes, 556
location, 556
siphons, 556
Pressu re— Continued
gages — Continued
tester, 557
vibration, 557
water seal, 556
regulators,
excess feed, 310
feed pump, 310
Priming, 67
bad feed water and, 510
Processes, industrial
air heated by, 341
superheated steam for, 83
waste heat from, 139
Producer gas,
burning, 131
composition of, 483
heat value, 483
Properties of
gases, 398
saturated steam, 424
superheated steam, 429
water, 499
Frosser tube expander, 613
Proximate analysis of coal, 451
Psychrometric tables, 537
Pulverized coal, see Powdered coal
Pumps, see Feed pumps
Pyrometers,
accuracy, 371
calibrating, 370
electrical resistance, 373
mechanical, 374
optical, 377
radiation, 377
range of, ^1
thermo-electric 373
Radial brick chimneys, 201
Radiation, 379
boiler settings, 153
heat loss, 546
oil burning, surface. 117
pyrometers, 377
Stefan's formula, 379
surface for oil burning, 117
Rankine's convection formula, 385
Ratfan. flow of steam, 420
Rated H.P. of boilers, 55
Ray rotary oil burner, 124
Reaumur temperature scale, 370
Reboilers for ice plants, 329
Receiver steam separators, 295
Recorders,
CO. 577
ib. Google
Recorders — Continaed
smoke, 550
Refuse
bumiDg settings, 133
composition of municipal, 191
destructor chimneys, 191
Refractories, 148
perforated blocks, 151
thermal conductivity, 15S
weights of, ISt
Regulators,
draft, 584
excess feed pressure, 310
feed pump pressure, 310
feed water, 313
superheat temperature, 78
Reinforced concrete chimneys, 207
Reinforcing old brick chimneys, 213
Renewing boiler tubes, 43, 613
Repubiic flow meter, 594
Resistance,
heat. 335
surface, to heat flow, 347
RichaTdson coal scale, 601
RUey sfoker, 16S
Ringeimann smoke chart, 549
Roach stoker, 162
Roney stoker, 161
Hoss expansion joint, 290
Rust concrete chimney, 211
S
Safety valves,
A.S.M.E. Code, 55!
blow down
allowed, 553
control, 554
discharge piping from, 243
huddling chamber, 554
operation of pop, 554
pressure rise allowed, 551
size chart, 272
specifications, 271
superheaters, 75, 555
Sampling
coal, 44S
boiler testing, 517
errors, 547
flue gases, 531
tubes, for, 531
Sand, fire, 151
Sanford RUey stoker, 165
Sawdust
burning, 566
fuel bed thickness, 566
grate bars, 99
heat value, 473
Scale, boiler
formation. Sll
heat transfer, 511
Scale, boiler — Continued
injector, 323
removal, til 1
superheaters, 76
Scales.
temperature, 370
conversion, 370
thermodynamic, 370
weighing,
boiler testing, 517
continuous, 599
conveyor, 599
track, 599
Secondary air admission, 90
Sedimentation tanks, 508
Srger cones, 377
Semi-anthracite coal, 436
Semi -bituminous coal, 436
Separating calorimeter, 522
Separator, feed water oil, 326
Settings, see Boiler settings
Shavings,
burning, 133, 566
burning dry. 134
graie bars, 99
heat value, 473
Signals,
high water, 551
load, SG9
r, SSI
Smoke,
baffling, 65, 93
causes, 571
combustion Space, 571
curtain walls, 93
deflection arch, 93
down draft furnace. 95, 100
furnace
design, 571
temperature, S7I
volume, 85
gas passage areas, 93
height of furnace chamber, 90
horizontal baffling, 62. 87, 93
indicators, 550
observations, 548
ordinances, 571
overloads, 571
prevention, 569
recorders, 5S0
records, 65
reports, 548
Ringeimann chart, 549
tile furnace roof, 87
vertical baffling, 93
Soft coal, see Coal, bituminous
Soot
blowers, 610
bamea and, 65
boilers, 39, 41
,, Google
Soot— Continued
bl o wers — Co nli nu ed
economizer, 333
superheater, 31
collectors in chimneys, 207, 208
heat loss by formation of, 547
Sorge-Cochrane water softener, 509
Specific heat, 378
sdids, ^
water, 499
Specifications.
boiler, standard, 49
coal, 486
oil fuel, 497
Navy, 497
railroad, 498
Spontaneous combustion of coal, 467
Stacks, see Chimneys
Staples and Pfeifer oil burner, 120
Stand-by boilers, 568
fire protection, 568
oil consumption, 568
quick steaming, 568
Static pressure, pilot tube, 232
calorimeters.
Carpenter, SZi
connections, S23
formula, 521
Peabody, 518
separating, 522
throttling, 518
consumption,
auxiliaries, 423, 547
feed pumps, 3CQ, 305
accounts, 616
Potakov method of reducing, 585
diagram
Mollier, 416
Peabody, 415
disengaging surface, 67
entropy, 407
diagrams, 415, 416
factor for moisture in, 528
flow.
Groihof. 421
meters, 595
meters, variable orifice, 597
Napier, 421
nozzles. 421
pipes, 275
Raieau, 420
generation,
maintenance costs, 618
operating costs, 617
reducing cost of, 587
Steam — Contiou ed
jet ash conveyors, 608
lance, 43
meters, 555
MolUer diagram, 416
description, 414
nozzles, 417
Peabody diagram. 415
description, 414
pipes, see Pipes
flow in, 275
friction pressure drop, 275
size charts, 277
sizes. 276
velocity in, 275
piping, see Piping
drainage, 243
expansion. 283
slope of, 243
systems, see Piping systems
vibration, 243
water hammer, 243
water in, 243
pressure gages, see Pressure gages
properties of, 410
table, saturated, 424
table, superheated, 429
quality, 518
receivers, 295
separation in boilers, 35, 43
separators, 293
superheated, see Superheated steam
superheaters, see Superheaters
tables,
saturated, 424
superheated, 429
Steel chimneys, see Chimneys, steel
Stefan's radiation formula, 379
Sleveiu stoker, 163
Stokers. 159
see Mechanical stokers,
settings, 100
Storage of coal, see Coal storage
Stratification or laning, 93
composition, 474
heat value, 474
weight, 474
Strengdi of materials and heat, 97, 239.
252
Sub-bituminous coal, 436
Suction lift
feed pumps, 317
hot water, 317
injectors, 321
Suction piping.
feed pumps, 318
injectors, 323
ib. Google
Sudden loads from banked lires, 568
combustion data, 393
in coal, 451
in U. S. coal, 463
Superheat,
accurate control, 7?
boiler load and, 75
control of, 75
damage by fluctuation of. 7S
fluctuations, 75
regulation, 75
regulator, 78
' variation with
■ furnace temperature, 76
gas flow, 76
load, 76
steam flow, 76
weakening materials, 63
Superheated steam, 69
advantages, 69
automatic temperature control, 78
boiler efficiency, 69
constant temperature, 77, 78
Corliss engines and, 73
cylinder condensation and, 69, 72
danger of temperature fluctuations, 75
economy, 69
engines using, tests of, 72
erosion of turbine blades, 73
European practice, 73
extra fuel for, 69
fittings, 83
flue gas temperature and, 69
industrial uses of, 83
injectors and, 321
limit of economy with engines, 71
lubrication and, 75
pipe condensation and, 69
pipe sizes, 281
piping, 259
poppet-valve engines and, 75
reciprocating engines and. 71
slide-valve engines and, 73
tables, 429
taking temperature, 523
temperature-entropy diagram, 69
tests of engines using, 72
theoretical engine and, 73
turbines and. 73
blade erosion of, 73
variation of temperature, 75
velocities in piping, 69, 83
water gas producers and, 83
Superbeated vapors, 411
Superheaters, 69
attached, 75
burning, 76
by-pass, 77
Superheate rs — Cont inu ed
cleaning, 31
details, 77
76
flooding, 76
heat transfer rate. 81
Heine, 29, 34, 77
marine, 49
materials, 83
weakness of, 83
position of. 76
protecting, 76
requirements. 79
safety valves, 75, 555
scale in, 76
separately fired, 7S
soot blower. 31
surface
efficiency, 69
required, 79
types of, 75
grate, 57
heating,
boilers, 57, 562, 567
cost of boilers by, 57
337
efficiency of superheater, 69
gas temperature drop and, 387
superheater, 79
resistance of insulation, 360
to heat flow, 347
steam disengaging, 67
waste of coal with bare hot, 349
T
Tan bark
burning, 133
composition, 475
firing, 567
fuel bed thickness, 567
grate bars, 99
heating surface ratio with, 567
heat value, 474
moisture in, 474
settings for burning, 133
Tar
burners, 125
burning, 125
composition
coal, 481
oil, 481
heat value
coal, 481
oil, 481
-oil, 481
specific gravity, 481
weight of coal, 481
Taylor stoker, 164
ib. Google
TemperUttre
absolate, 370
absolute iero of, 370
color schedule. tP
-entropy diagrsm, 415, 416
lixed points, 371
scales, 370
conversion, 370
thermodynamic, 370
Testing boilers, see Boiler testing
Thermal units, 378
Thermodynamic temperature scale, 370
Thermo-electric pyrometers, 373
ThemiometeTs,
accuracy, 371
alcohol, 373
calibratioQ, 370, 373
mercury, 373
range of. 371
stem correction, 373
vapor, 377
wells, 373
Thermometry, 369
Tile
baiHes, 66
furnace roof and smoke, 87
roof and furnace temperature, 87
Tolerance in guarantee tests, 547
Treatment of water, see Water
Trenches, insulating piping in, 367
Trials of boilers, see Boiler testing
Triplex feed pumps, 309
Tubes
beading, 613
cleaning boiler, 43
cleaners,
hammer type, 611
turbine type, 611
conductivity of boiler, 383
expanders, 613
flaring, 613
pilot, 232
renewing boiler, 43, 613
rolling, 613
Tunnels, insulating piping in, 367
Tupper grate bars, 97
Turbines,
auxiliary, 341
blades, erosion, 73
boiler feed pumps and, 345
fans and, 227, 343
feed pumps and, 345
superheated steam and, 73
tube cleaners, 611
U
Ultimate analysis oE coal, 451
Underfeed stokers, 161
Units,
British thermal, 378
Units — Continued
heat, 378
work, 378
Univertal stoker, 163
Vacuum reboilers, 329
Valves
ashpit, 111
automatic non- return, 274
blow-off, 274, 560
check, 274
gate, 273
globe, 273
safety, 271, SSI
safety, superheater, 75, S55
Vapor
thermometers, 377
water
specific heat, 40S
weight of air and, 401
Vapors, characteristics of, 409
Velocity,
gas,
chimneys, 189
draft loss altering, 187
draft loss generating, 187
heat transfer and, 385
waste heat boilers, 141
pressure, pitot tube, 233
nozzles, 417
pipes, 275
superheated. 69, 83
water, pipes, 283
chimneys, 191
capacities, 593
diagram, 590
formula, S91
Vertical baffling, 61
extinguishing action, 93
head room for, 91
smoke and, 93
Vibration in piping, 243
Vitrified brick, 156
V-notch meter, 589
formula, 591
Volatile matter in coal, 451
W
Walls,
air space in boiler, 145
boiler setting, 145
insulation of boiler, 153, 367
leakage through setting, 157, 577
smoke and curtain, 93
ties for setting, 155
ib. Google
Washing coal, 458
Waste heat boilers, 139
airtight settings, 142
bafflins, 141
dust in, 142
heat transfer, 141
high draft loss, 142
high gas velocity, 141
industrial furnaces, 141
operation, 142
Waste of coal with bare hot surfaces, 349
Water
acidity, 503
air in, removal of, 329
alkalinity, 503
test, 505
analyses, table of, 504
analysis, 503
boiling point and pressure, 500
causticity, 503
test, SOS
characteristics of boiler feed, 501
chemical treatment, SO?
classification of feed, 505
concentration lest of feed, 505
510
-gas,
composition, 483
generators and sttperheated steam, 83
heat value of, 483
tar burning, 125
gases in feed, 503
grate, 95, 100
hardness,
factors, 504
permanent, 501
temporary, 501
test, 503
heaters, see Feed water heaters
heat treatment of, 507
impurities in, 501
permanent hardness, 501
piping, 260
flow in, 281
insulating cold, 367
sizes of, 281
velocity in, 283
priming and bad, 510
properties of, 499
punlication in Heine boilers, 19, 35, 45
softening, see Water treatment
solid tnatter in, 503
Water — Con tinned
specific heat of, 499
temporary hardness, 501
thermal treatment, 507
treatment,
boiler compounds, 510
chemical feed, 507
chemical proportioners, 506
filters, 508
hot process, 508
Heine mud drum and, 35, 45
mechanical, 505
sedimenlation tanks, 508
Sorge-Cochrane, 509
Zeolite. 508
characteristics, 409
specific heat, 405
weight of air and, 401
weight,
maximum density, 499
volume and, 499
Weir, formula for V-notch, 591
WesttHghouse-Roaey stoker, 161
underfeed stoker, 164
Wet fuels, heat value of, 477
Wettel stoker, 161
Weiderhall chimneys, 211
Wind,
heat insulation and, 361
pressure on chimneys, 193
Will oil heater and pump, 124
Wood fuel, 435, 473
chimneys, 191
chips, 134
coal and, 134
composition, 473
cord, 566
fuel bed thickness, 566
grate bars, 99
heat value, 435, 473
hog, 566
refuse settings, 133
sawdust, 566
slab, 566
Work, unit of, 378
Wortkinglon water weigher, 589
Y
Yaraxiy blow-off valve, 560
Zeolite water treatment, 508
Zero of temperature, absolute, 370
Zinc plates in tnarine boilers, 49
ib. Google
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