B.S., University of Alabama Whi t t lD~AF By

advertisement
3
iI
4
INST1938
MAR
4 MARI93a
LI8BRAR*i
lD~AFNTALS OF DSIGNJ 0F
SLMIL OIL-FIRED
EATING BOILERS
By
Sidney A.
Whit t
B.S., University of Alabama
1933
Submitted in Partial
ulfillment o
the Requirements
for the degree of
MASTER O
SCIENCE
from the
assachusetts Institute of Technology
1937
A
...........
Signature of Author.
Department of l.echanical
ngineing
Signature
of Professor
in Charge of Research...
Signature
o
Chairman o epartment
Committee on Gradu.,ate tuents
4
....................
r
I ND EX
,'T"NS" IT-LTAL
L T ',ER OF
A
ACK NO L ED
AGEET '
B
PREFACE
1
iITRODUCTIO'
4
PART I
LI3ERAT IN01 OF HEAT ENIERGY
7
I
FUNDAENTAL3S F FUEL OIL UTILIZATION
II
THE COi.IBUSTION PROCESS
III
DETERMINATIOIN OF FLAME TEMPERATURE IN COMBUSTION CHA'M.BEROF AN
8
11
26
CIL BURNI1NG
BILER
IV
CONDENSATIOI. OF m?:OISTURE IN' FLUES OF OIL-FIRED
AND ITS
V
EFFECT
SELECTION
FOR
A
G
UPOCI DESIGN
Aj
3IZE
MIALL OIL-FIRED
HEATING
BOILERS
A.ND OPERATIOID
33
SHAPE OF A CO,.1BUSTION JiA2HBER
iEATING
OR FURnTAC
iBOILEI
59
PART II
RADIANTl TR.,ASFER
VI
RIAAN'
HEAT TSs
F
OF LIBEeRATED HEAT ERGY
ALiONG THE IrT-TER SURFACES
55
OF A
COMBUSTIONCHABER
VII
RADITNT HEAT
ALONG
EIiR
56
RANtTSFER FROIi GASEOUS PRODUCTS OF COIMBUSTION
PATH OF TRAVEL
TOUG
PART
E BCILER
III
COVriTECTION1
TRANSFER OF LIBERATED HEAT ENERGY
VIII COi'TTECTIOCIT
IAT
ALONG TIR
T:SIER
66
80
FROM GASEOUS PRODUCTS OF COMBUSTION
PATH OF TRAVEL
HROUH
THE BOILER
220145
81
PART IV
TRANS3FER OF HEAT EERGY
IX
HEAT TA.NSFER
X
HEAT TRANSFER TI
TC 17JON-BOILIlG
TO
93
iATER
WATER
95
OCILING WATER
120
PART V
SPECIAL PROBLEIMS
XI
HEAT
LOS3 BY RADIATION
FROM OUTSIDE
142
SURFACE OF
ECBOILER
JACKET
XII
145
HEAT LOS3
Y N0TURAL
0 ATMOSPPERIC AIR
BOILER JACKET
XIII ITrTE,TlENT
O1.0ECfTION FROM OUTSIDE S'URFACE OF A
OPERATION OF SALL
151
OIL-FIRED HEATING
OILERS
AND ITS EFFECT ON'DESIGN FEATURES
157
PART VI
FLUID FLOW
XIV
ORIFICE
XV.
FLUID
XVI
RATIONAL
HEATING
FLOW OF FLUIDS IN SALL
173
HEATING- BOILERS
RICTIOT AND ITS EFTECT ON FLUID FLOii
BASIS
Oi
DESIGN
OF WATEIR CIRCULATIONt
BOILERS
ATUrXILIARY CURVES
186
IN SLL
218
APPENDIX
I
170
1Massnchusetts
Cnbrid-e,
January 14, 1957
Secretary of the Fculty
Massachusetts Institute of Technology
Cambridge, Massachusetts
Dear Sir:
In partial fulfillment of the requirements for the
Degree of Master of Science I herewith submit a thesis entitled
"Fundamentals of Design of Small Oil-Fired Heating Boilers".
Respectfully submitted,
Sidney A.
A
h~itt
ACKNOWLEDGMENT
The writer is indebted to Professor James Holt for the suggestion of the subject of this thesis. It proved to be an invaluable
experience, and an incentive for acquiring information and methods
of attack on numerous problems in the ever widening fields of heat
transfer and thermal engineering.
PREFACE
In this work the principal aim of the author was to form a
scientific basis for analysis and design calculations of small oilfired heating boilers; in particular an effort was made to formulate
a method for prediction of performance characteristics.
The writer has made no attempt to elaborate upon those phases of the subject which have already been developed in connection
with studies of large heating and power boiler designs. The old and
well established theories and the data from the field of steam power
generation were included in this work only in so far as it was necessary for the logical development of the thesis.
After several months of reading and study the writer came to
the conclusion that the weakest point in the present state of knowledge concerning design and prediction of performance of small oilfired heating boilers was the lack of quantitative data
nd methods
of calculation of heat transfer. Bearing this in mind, he devoted most
of his efforts to development of a rational method for analysis and
calculation of heat transfer processes taking place in various parts
of a heating boiler.
The fundamentals of heat transfer presented in this work and
on which the calculations are based throughout are founded on the original studies and research of the most outstanding investigators in
the field of heat transmission.
The ultimate selection of data and procedure of computationsmade only after a careful study and comparison from the point of view
of authenticity and reliability of material. All information and data
-I-
s
taken from the works of other investigators is acknowledged throughout the text.
The most difficult problem in organization
nd classification
of available fundamentals was the shaping of the contributions of the
investigators in various fields of heat transfer into a homogeneous
body of principles applicable to the specific problems at hand. The
points of view of the chemical engineer, the mechanical engineer, the
physicist, and the metalurgical engineer had to be brought to a comrQ~
~
~ ~
Mi±iL±
+;.~
Laha
CU .i-L.%UB
L'j.L A
+arA~~C
IVLy
t
L
L4J.t
V
d~r
WJ.LAqU
nAC
.LIU
V
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CL
"n±.Lr-cWL
Wu
VaseW
7
The writer believes that as a whole the material presented
I.
here points accurately to the new phase of ther-malengineering,which
i:
will be characterized by a wider use of thorough scientific methods of
analysis and prediction in accord with the world's effort to prevent
i
the economic waste of unplanned experimentation.
i.
THESIS
L
-3 -
INTRODUCTION
Analysis Of The Problem Of Small
eating
Boiler Design
The most important fact to bear in mind when attacking the
problem of any boiler design is that a boiler is nothing else but a.
complex heat exchanger.
Any heating boiler can be best described
s an apparatus in
which the heat energy released during combustion of an oxidizable
material is transferred from a high temperature level to a lower level
suitable for utilization in heating of dwellings. Tne release and transfer of heat energy in a heating boiler usually goes through the following fundamental steps:
(1) A combustible material and air are introduced into a confined space.
(2) Conditions in the confined space are so regulated that the
combustible material and oxygen in the, air are induced to combine and
form a new chemical compound or compounds.
(3) Since formation of the new compounds is an exothermic reaction, the chemical energy stored in the original materials is released in the form of heat energy.
(4) The heat energy released during combustion raises the temperature of the resulting compounds to a high level- about 2000 to 4000
°F. depending on the conditions.
(5) The products of combustion are retained in the boiler for
a short period during which the heat is transferred from them through
a separating wall to a medium (usually water) which acts as a carrier
L
-4-
of heat to different parts of'the dwelling.
(6) As the heat is extracted from the products of combustion,
they
re expelled from the combustion space and the newly Formed gases
take their place.
(7) The transfer of heat from the products of combustion to
the carrier medium is usually accompanied by a considerable lowering
of the temperature level; the difference in temperature, of course,
being the potential which causes the flow of heat
rom the products of
combustion to the carrier medium.
(8) The carrier medium transfers the heat to the spaces to be
heated.
Fig.
o. I
gives a self explanatory diagram of the basic pro-
cesses occurring in an elementary heating boiler.
Requirements Of An Ideal Heating Boiler
Everyday economics give us five fundamental requirements that
must be met in design of an ideal heating boiler.
First of all, it must be of low initial cost, yet o
good and
durable construction incorporating such features as safety, reliability,
beauty, etc.
Secondly, it must be able to use a comparatively inexpensive
fuel.
Thirdly, it must be subject to automatic operation and regulation.
Fourth, it should require a minimum of maintenance.
Fifth, it must be as.efficient as possible-- the limit of efficiency being, of course, the point determined by the economic balance
Da-5ic Processes
o,-4 7-h
01,4yrae"n
4n E/ee7 ta ry
iea toz 3o /er
farce7,7,frri
S2r
Zo2Dwe/e///l7y
/heea
•>
Sprace
-
-
-
CrroYdiny Comrdwts
#'
:A-n7 .,
-
*
w
K
*
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-
r z4 /a 2,/; 1
*.
-eat-rarr/ir//?9
A
5eparIa
J~--
------
-
-
ay I ~
v~~~~~~~~~~~~~~~~
?f)
-
6coofre
jj
'rodrc s
AirI..
-. ·
a
-, , ..,;' -' . :_ .~..
,,[;
~,,r~ ~~~~~
,, , s.: ' -'
. "..,
-"'."'
;'- ~: ' ....
|
84ir~~~I;':'
Comn*stroi
tAC"10
between the first cost
nd the saving in fuel cost during the expected
life of the boiler.
Meeting The Requirements Of An Ideal
Heating Boiler Design
In so far as tile engineer
is concerned,
the basic
prerequisites
for creation of an ideal heating boiler design are as follows:
(A) Thorough understanding in a qualitative way of all physical
and chemical phenomena underlying the design of the apparatus, its
functioning and regulation.
A
(B) Comprehensive knowledge of the theories underlying the
quantitative relationship amone the variables involved in the phenomena
occurring during operation of the apparatus or any of its parts.
The division of prerequisite knowledge into qualitative and
Quantitative parts is done primarily to indicate that the available
stock of information on any subject usually consists in a large measure
of qualitative generalities and only in small part of accurate quanti-
tativedta.
The qualitative information, though not applicable directly to
solution of design problems, is invaluable in prescribing the needed
quantitative investigations and in interpreting the gathered data.
Keeping in mind the two basic prerequisites as outlined above,
the subject matter of this thesis is organized around the fundamental
functions of a small oil-fired heating boiler and the basic phenomena
underlying them. The development of the text in so far as possible follows the logical sequence of events
or with respect to each other.
-6-
s they occur with respect to time
II
i
FR---
I
I
PART I
LIBEIRATION OF HEAT
-7-
EIERGY
r
CHAPTER I
FUIfDAMENrALS CF FUEL OIL
-8L
UTILIZATIONi
FUNTDAMYTALS OF FUEL OIL UTILIZATO IO
Oil Fuel
nd
Its Prooerties
Oil as a fuel in a small heating boiler gives it many unique
advantages which are comparable to those incorporated in many other
household labor-saving devices. The principal advantages of using oil
are as follows:
(1) Oil firing lends itself to perfect automatic supply.
(2) Oil combustion leaves no residue to be removed.
(3) The combustion process is very clean, especially when a
b
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operation without cleaning of gas passages.
(4) For equal heat values, the space required for storage of
oil is
bout 50 ner cent of that required for coal storage. Further-
more, oil is stored in a buried tank outside the premises, thus permitting full use of the basement space.
(5)
here is no loss in heat value
due to deterioration
while
in storage.
(6) Stack
or flue gas losses
are low, because
the excess
air
required for complete combustion is considerably lower than in combustion of coal.
(7) There is a much greater adaptability to load variations
than canrbe had with coal.
(8) Oil firing is adaptable to isolated locations where gaseous
fuel can not be had.
(9) A much
igher combustion efficiency can be obtained with
-9-
oil fuel than with coal.
(10) There are no banking losses.
(11) Capacity of a given size boiler can be varied over a considerable range without appreciable loss of overall thermal efficiency.
(12) A smaller draft is required than with coal.
The principal disadvantage of oil fuel at the present time is
its high cost at points of considerable distance from oil fields.However, with increase of cheaper transportation, such as pipe lines and
the tank truck delivery, oil will become a strong competitor of coal
and natural gas.
Another disadvantage of oil fuel utilization is the comparatively high initial cost of installation, but this will become less
and less pronounced when oil burning boilers enter the mass production
stage.
-/0 -
IIEr
PT II
TM-I Co1AgEU5ST:C~xPCZSS
- //-
i
THiECOABUSTION PROCESS
-z
Introduction
Given the definite fuel oil, a desired quantity of air, and
the necessary combustion chamber-- the combustion process in a small
heating boiler can be analysed in a general manner within the limits
prescribed by the theoretical and practical knowledge concerning the
r
. .
subject matter at hand.
It is with this view and to this end that the discussion presented below is shaped.
;
Chemical Properties of Petroleum Fuel Oils
:;
The principal chemical property of a fuel oil which must be
considered in design of a small heating boiler is its chemical composition in so far as it affects the combustion process, the products of
combustion, and consequently heat trensfer.
No attempt is made here, of course, to study the effects of
different fuel oils on boiler performance, efficiency,or maintenance
::
problems.
Sole consideration given here to chemical properties of a fuel
oil is selection of an average hypothetical fuel oil with a representative ultimate analysis which could be used as a base or starting
point in development of combustion
nd heat transfer calculations.
' t '
Physical Properties of Petroleum Tuel Oils
The principal physical properties of a petroleum fuel oil
which heve an important bearing upon the
roblems of small heating
boiler design are as follows:
(1) Higher heating value, Btu./lb.
(2) Latent heat of vaporization, Btu./lb.
(35)Specific heat, Btu./(lb.)(°F.)
(4) Absolute viscosity, lbs./(hr.)(ft.)
(5) Specific gravity.
Investigations by the United States Bureau of Standards have
shown that the first four properties are essentially functions of
specific gravity,
nd can be expressed with fair degree of accuracy by
means of simple empirical relationships.
Thus, a single line on Fig.No. 2
attached here represents a
practically linear relationship between specific gravity of liquid petroleum
roducts and their " higher heating value". It might be noted
here that the data on whlichthis relationship is based has an established accuracy of about one per cent.
The latentheat of vaporization
of fuel oils
peratures is given by an approximate equation
at various
tem-
s follows:
r = (l/d)(l10.9-0.09t)
Vhere:
r = Latent heat of vaporization, Btu./lb.
d
Specific gravity at 600°/600 F.
t = Average
oil temperature,
F.
The graphical solution of this equation Is given on Fig. No2The accuracy o the data on wl-ich this equation
is based is only within
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small, use of this ecuation will not introduce any appreciable error
into combustion or heat transfer calculations to be carried out in
this work.
Instantaneous specific heat of liquid petroleum products at
various temperatures may be given by means of the following equation:
.388
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+ .00045t)
Sp.Ht.= (/'o,
T':here:
Sp.Ht.
5
Specific heat,
tu./(lb.)(°F.)
d = Specific grvity,
t = Average
at 60°/60'F.
oil temrperture,
0F.
A graphical solution of this equation is also given on Fig. No.4
attached here.
he accuracy of the data on which
based is within 5 per cent o
the equation is
the actual values.
Viscosity of petroleum products is given on Fig.No.
56
as a
function of specific gravity (60°/600 F.) and temperature,°F. At best
these vlues
are approximate, because viscosity of mineral oils depends
considerably on rmolecular structure, and quite frequently oils of samne
density may have entirely different molecular pttern--
and consequent-
ly somewhat different viscosities. In general the viscosities estimated from Fig.
No.
5
may be expected
to be in error
as much as 15-20'.
The only certin
certain way of determining the viscosity of an oil is by
measuring it, and then allowin
might
in one stroke for
.ffect it.
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HP
60o
A0
60 0A?
. k$/a'er
The Average Fuel Cil
(A) Ultimate Analysis
In design of the most useful
nd widely applicable small oil-
fired heating boiler it is, of course, desirable to base the prediction
of combustion and heat transfer characteristics on the chemical properties of an average fuel oil available for such purpose,
Canvass of much data has established that regardless of source,
appearance, or physical characteristics, good fuel oils have ultimate
analyses that fall within the following limits:
I:
Limits, Per Cent
Substance
Av. Per Cent
Carbon
85 to 87%
85%
Hydrogen
11 to 14%
12.5%
0.5 ;o 2%
1.25%
Nitrogen
0.5 to 2%
1.25%
Sulphur
0 to 1%
0.05%
Oxygen
-
Therefore, for the sake of uniformity in computation to be
4·
carried out in the text and in order to give a representative practical picture with the limitations involved, a fuel oil will be assumed
having the following ultimate analyses:
Substance
.
Per Cent
Carbon (C)
85%
Hydrogen (H2)
12.5%
-1/-
Oxygen(02)
l.o%
Nitrogen (N2 )
1.0%
Sulphur
(s)
0.5%
(B) Higher Heating Value
The higher heating value o
the hypothetical average fuel oil
selected above can be determined with a fir
degree of accuracy (+ or-
%) by means of a formula developed by W.Inchley (See:"The Engineer",
Vol.
III, p. 155).
This
formula may be written as follows:
+ 608.90 H
Q = 15.000
Where:
Q
=
Higher heating value, Btu./lb.
C
=
Per cent of carbon in given oil.
H
=
Per cent of hydrogen in given oil.
Since, 0
=
85% and H
=
12.5%; then, for the chosen typical fuel
oil,
Q =(155.00x85) + (608.90x12.5) = 19,100
Btu./lb.
(C) Density
From Fig.
o. 2
it is seen that an oil with a higher heating
value of 19,100 Btu./lb. has a specific gravity of 0.92; hence, this
value of specific gravity is assigned to the above chosen hypothetical
fuel oil.
-/6-
Selection Of Air Composition And Air Density For Use In
:i
Illustrative Problems On Oil Combustion And Heat
Transfer
(A) Temperature and Humidity
For the purpose of predicting the nature of combustion and
heat transfer, it will be sufficient for all practical purposes to assume a temperature of 700 F. and relative humidity of 20% for air surrounding the boiler and entering the combustion chamber.
The selected temperature of 70 F. is satisfactory from the comlort and utility points of view, and also represents the condition corresponding to the maximum desirable heat loss from the boiler to the
space where it is located. If the temperature in the space where the
boiler is located rises above 700 F, there being no other source of heat
except the boiler casing surface and the piping, it indicates definitei
ly that the boiler does not have sufficient insulation.
(Today, however, practically all modern boilers come with a
thick layer of high grade insulation, and in most cases it is necessary
to install direct heating surface in the basement where the boiler is
located, so as to maintain a temperature of 700 F.)
As far as the assumed relative humidity of 20% is concerned,
it represents a higher value than is usually found in most heated but
unconditioned spaces during winter months. The usual value of relative
humidity is about 10 to 15%, and sometimes less than 5%. This low
relative humidity is of course due to.heating outside air from about
00 F.(dry bulb) to say 700 F.(dry bulb). Thus, the 201o relative humidity
is a safe figure to use in estimation of heat losses from a small
-/17-
boiler due to moisture in the
ir used for combustion.
Besides, at 70°F.(dry bulb)
pound of air crries
with it only
nd 20% relative humidity one
bout 0.0050 lbs. of vwater vapor;
therefore, for all practical purposes at or near the standard atmoscheric conditions the effect of moisture in the air on the overall
efficiency of a heating boiler is negligible.
(B) Chemical Composition
Chemically -an average sample of dry atmospheric air has the
following composition:
Substance
Per Cent By Volume
Oxygen(02)
20.90 %
Nitrogen(N2 )
78.165
Argon
0.90 6
nd other inert gses
Carbon Dioxide (CO2 )
0.04 ?0
For estimation ?nd clculation
of combustion and heat transfer,
however, dry air can be assumed to have the following approximate composition:
Oxygen
20.9% (By volume)
Nitrogen
79.1% (By volume)
Oxygen
235 (By weight)
Nitrogen
77% (y
or,
weight)
-/o-
!
(C) Density and Specific Volume
Density of dry air at temperature of 700 F.
nd barometric pres-
sure of 29.92 inches mercury is 0.07495 lb./cu.ft. Hence the specific
volume is equal to 1/0.07495 = 13.34 cu.ft./lb.
At temperature of 700 F., 20% relative humidity, and 29.92
inches barometric pressure the specific volume of air is 13.4 cu.ft./lb.
which is
pproximately 0.45 of one per cent greater than that of dry
air. Therefore, it is obvious that in all practical considerations the
volume of a given weight of air at above conditions may be regarded
as constant for relative humidity variations from 0 and 20 per cent.
Average Molecular Weight Of Air And Of The Products
0f Combustion
A mixture of gases strictly speaking cannot hve
a true
ole-
cular weight. For ease and simplicity of calculations, however, air
and the products of combustion can be assumed to have annapparent
'
molecular weight.
The general rule for obtaining the apparent molecular weight
of a gaseous mixture is as follows: multiply the volume fraction of
each gas in the mixture by its molecular weight; add all of these products, and the sum is the average molecular weight.
Illustration
Taking air to consist as was assumed above of 20.9% oxygen and
79.1% nitrogen by volume; then in one mol-volume of
-/9-
ir:
"Yeightof
Oxygen
Weight of
Nitrogen(
(02)
)
Weight of one mol of air
=
0.209
X
32
=
=
0.791
X
28
=
=
6.69
lb.
22.15
lb.
28.84
lb.
Therefore, average molecular weight of air is equal to 28.84.
(Actual value based on accurate chemical composition is 28.97. The result of the example given above does not agree with the true value because the greater molecular weights of argon, carbon dioxide,and other
inert gases have been neglected.)
For all practical purposes, the value, 29.0, is sufficiently
accurate for combustion and heat transfer calculations.
In the sme
I.
obtain the
manner, as shown above for air.,it is possible to
pperent molecular weight of the products of combustion.
Pressure-7olume-Weight Relationship of The Products
Of Combustion
When the molecular weight of a gas or a mixture of gases is
known, its pressure-volume- weight relationship
is
given, of course,
by the Universal Gas Equation which is usually written as follows:
P V = (W/m)154 4 T
'here:
P = Total
pressure to which the gns is subjected, lbs./sq.ft.
V = Volume, cu.ft.
My=
eight o
given gas occupying volume(V), lbs.
m = molecular weight of given
gas,
or an
pparent molecular
weight of a. mixture of gases.
T = Absolute temperpture,°F.
This equation is
suitable for rapid clculation
of the volume
of products of combustion once their molecular weight is given as on
Fig.No./6
ttached here.(The construction
nd use of Fig.No./6
re
explained elsewhere below).
I
Quantity Of Air Required For Combustion
Of Fuel Oils
The quantity of air required to bring about complete combustion of a fuel oil depends on two factors, nmely:
(a) The chemical composition of the given fuel oil, in so far
as it requires a definite minimum amount of oxygen to oxidize the combustible elements within the fuel, and
(b) The design of the combustion chamber since it
ffects the
ease with which the oxygen molecules may come in contact with the
fuel oil molecules, and the rapidity with which they may combine.
(A) Theoretical Air Requirement
Given sufficient time in proper surroundings,
of any given
uel oil would require a definite quantity of air to
bring about its complete combustion.
nis quantity of ^ir is known as
the "theoretical air requirement", and o
the nature
fixed quantity
course depends entirely on
nd quantity of oxidizable substances present in the fuel
oil.
Fig.No.6
resents the old
attached here
nd well established
data on theoretical -ir requirement for combustion of any fuel oil of
known ultimate anelysis. The quantities tabulpted on
selected
Fig.No.6
were
nd arranged so as to simplifr the combustion calculations and
i
-2/
reduce the routine work to the minimum. Its use is, of course, selfevident.
(B) Actual Air Requirement
As the combustion of
fixed
uantity of fuel oil with a theo-
retically correct quantity of air proceeds to a completion, the concentration of oil particles
nd air molecules
in their concentration the rapidity o
a11llsoff, and with reduction
combustion reaction also di-
minishesr.Thun, since under conditions encountered in actual combustion
of fuel oil the time allowed for combustion is limited, the remnants
of unburned oil fuel
nd unused air may be expelled from the boiler
with consequent loss of potential heat energy that their union would
represent.
To avoid this loss, advantage is tken
of what is knovwn in
chemistry as the "Loaw of Mlass Action", and more air is supplied in
the combustion space than is theoretically necessary; thus increasing
the concentration of oxygen at the end o
the combustion process and
thereby insuring that thlefuel oil molecules and oxygen molecules will
collide and combine in the allotted time.
The actual air requirement for complete combustion of fuel
oil, in what is
considered today as well designed heating boilers, is
from 25 to 75 per cent greater than the theoretical requirement. The
principal factors which determine thleamounts of excess air needed to
secure complete combustion are:
(a) Degree
of oil atomization
in the combustion
chamber.
As a
rule, the more complete the atormizationtle less excess air is required.
(b) Degree of flume turbulence. The greater the flame turbulence,
-2 2-
the more intimate is, o
course, the intermingling of oil particles
and oxygen molecules; therefore, the greater the flame turbulence, the
less is the need of excess air.
(c) Temperature o
the flames. Everything else being equal,
less excess air is required to obtain complete combustion when the
flames
re hot than when they are comparatively cold.
(d) Volume of the combustion chamber. Everything else being
equal, up to a certain limit, an increase in volume of combustion
space results in more complete combustion.
Products Of Combustion Resulting From Burning Of
A Fuel Oil In Presence Of Atmospheric Air
Composition of the ideal products of combustion resulting from
burning of a given fuel oil with the minimum theoretical quantity of
air is easily determined if the ultimate analysis of the
uel oil is
known.
Fig.No.6
attached here gives the weight and volume of the
products of combustion resulting from burnin
of individual oxidizable
elements of which a greater part of any fuel oil consists.
eiglt-Volume-and-"omposition Of Products Of Combustion Resulting
From Burning Of The Hypothetical Average
Fuel Oil
Below are described several charts which present in a graphical manner the story of combustion, and do away with much tedious computation prerequisite to analysis of the combustion and heat transfer
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processes.
Lased on the 'hypothetical verage fuel oil selected above,
which was assumed to have the following properties:
(A) Ultiiete Analysis
Substance
Per Cent
Carbon
85
Hydrogen
12.5
%
Oxygen
1.0
%
Nitrogen
1.0
%
Sulphur
0.5
%
(B) Higher heating vlue
of
19,100 Btu./lb.
(C) Specific gravity of
0.92
And tking
combustion
the representative
ir to be supplied for maintenance of
s having the following properties:
(A) Dry bulb temperature, 700 F.
(B) Relative humidity, 20%
(C) Density , 0.0746 lb./cu.ft.
(D) Specific volume,
13.4
cu.ft./lb.
The resulting products of combustion
re esily
determined if
complete combustion of all oxidizable components of the fuel oil is assumed.
Thus, Fig.No. 7
attached here
ives the total weizht of the
products of combustion resulting from the union of one pound of the
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above selected fuel oil with various quantities of air from the theoretical requirement to excess of 100 per cent. It also gives the weights
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7,
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/610
CHAi.PTER
III
DETEIVIINATIOI
OF FLAMeE TElPERTURE
IT CODIBUSTIC
OIL BUR1ITNGBOILE
l:''
.,
.
' , ·
42'
6
'1
,_,:'...
CHME
R OF AN
DETE1.RII'ATICOOF FLAME TE,PERATURE I
OIL
COMElSTION CI3BE
OF AN
URNIt"G BOILER
An important feature of oil burning which must be recognized
in order to facilitate determination of flame temperature, is that
there are two limiting types of combustion, namely:
(A) The instantaneous combustion which oririn.tes and is completed at the point of fuel admission into the coiiustion chamber, and
(B) The gradual and uniform combustion during which the whole
combustion chamber is filled with a homogeneous mass of flame at uniform temperature.
neither of these two types of combustion, of course, exists to
the exclusion of the other under actual conditions; however, both are
fairly accurate theoretical cal-
sufficiently to permit
approxinted
culation of flame temperature.
For either of these two limiting types of combustion or for an
actual case lying between the limiting boundaries, the principal factors which govern the temperature of flames are as follows:
(1) The higher heating vlue
(2) The .amount of excess
of the fuel oil.
ir reauired to obtain complete com-
bustion of all oxidizable elements in the
uel.
(3) Mean specific heats of the products of combustion.
(4) Radiant and convection heat loss from the flames to the
walls of the combustion chamber and water-backed surfaces.
()
Dissociation of the products of combustion at the flame
temperature.
(6) Latent heat of vporization
of the particular fuel oil.
v~.&
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L ,
matzo_~~~~~~~~~-g"'
(7) The temperature at which the fuel oil is supplied to tile
burner.
(8) The temperature at which the primary and secondary air are
supplied to the combustion chamber.
Of the above enumerated
as.ctorsthe first two have by far the
greatest effect on the flame temperature, and with any given fuel oil
the amount o
excess air supplied to the combustion chamber is the
principal factor controlling the.flame temperature.
Procedure For Calculation Of Theoretical
Flame Temperature
(1) The effect of higher heating value of a fuel oil on flame
temperature is self evident and does not require any explanation. Higher heating values of fuel oils are determined very closely by means of
the following
ormula developed by %¥.Inchley (See: "The Engineer", Vol.
III, p. 155).
Q = 15.00
C + 608.90 H
Whe re:
Q = Higher heating value, Btu./lb.
C = Per cent of carbon in given oil.
H = Per cent of hydrogen in given oil.
(2) The effect of various amounts of excess air on flame temperature is shown clearly by the curves on Fig.No./t.
(5) The mean specific heats of the principal constituents of
the
roducts of combustion are given on Figs. Nos.0O and /.
All that
one has to do to obtain
gas between any two temperatures is
o
-28-
the mean
secific
heat
of a
dd the temperatures in question,
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of srecific heat
and read t;e -a:proximatevilue
addinz
The correctmean secific e,t is obtained
and //
of Figs.Nos./O
to or subtractinc from the a proximate
(t, + tb), *
on the main ordinates
by
value corresponding to
correctioncorresponding
to (ta - tb) as shown on auxili-
ary ordinates of the same figures.For ex-ample,the mean specific heat
of water vapor between 14500 F. and 31000 F. is
=
equal to 0.6410 + 0.0055
0.6465 Btu./(lb.)(°F.).
From Figs.Tos./0 and/ /,
Fi.iNo./
was constructed
.hich
th e mean specific heat of the products of combustion resulting
gives
from
combustion of the hlypothetical average fuel oil with various amounts
of excess air. The use of Fig.No./2 is self'explanatory.
(4) The effectof radiant nd convection
flames on flame
heat transfer
can be determined only after
temperature
from the
clculation
of the theoretical flame temperature.
The procedure for determination of influence of heat transfer
from flames on their
verage effective te:perature depends on the limit-
ing form of combustion
pproached by the actual flames.
(A) If the combustion is
instantaneous
rctically
nd complete
at the point of entry into the combustion chanmber,temperature of flames
attnined at that point is equal to the"theoretical flame temperatlure".
As the
roducts
of combustion
roceed
from
the entrance to the exit of
the combustion chamber, their temperature flls
they
continuously 'ns
lose heat to the furnace walls. The c.lculation of average effective
flame temperature is simple -nd strigchtforward in this case, because
the initial
of heat
flame tempuerature is 'knownwithoutany calculation
loss
combustion.
during
Tlle teoretical
flame terperature is calculated,
and the temperature of gases leavincgthe combustion space is
-2 9-
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then the heat g-ivenup by flames is obtained (I) by a simple heat
balance
on the ,roducts of combustion cooling from the theoretical
flame temperature to thetenmperature
at tle e.-it
space,
nd (II) by means of a heat-transfer
average effectiveflame te-merature. If
determined
gases
in (I) and (II)
re ecual,
rom the combustion
equation involving the
eat
looses
from flames as
then the assuxed
leaving the combustion chamber and the
temperature
of
verag:e effective flamne
temeraeur+e are correct.
(B) If te
combustion is co-npratively slow, and due to tur-
bulence the flemes filling
the same teimerature
he combustion chamber are at practically
t a11
oints
in the chamber;
tl-len
the actual
flame temperature must be determined by a simultaneous calculation of
heat
innut
due to combustion
of the combustion
case, the
cham-ber from the
verage effective
nd
of fuel oil,
lames
te3i:perture
heat
during
loss to the walls
combustion.
of the flames
In this
nd the tempera-
ture of the productsof combustionleving the chamber are the same,
since the chamber is
ssumed to be filled
wJithl
homogeneous mass of
flime.
(5) Th'e effect of dissociation of te
on flame temirerature is negligible
products of combustion
t . te..erture
below 2500 0 F.; at
temperatures above 2500CF., however, crbon dioxide mand
water vapor in
the products of combustion undergo -rpprecibl e dissociation,
ccnsiderable
nd cauce
lowering- of flame temperature.
?ig.i1o. /3 ives the extent of dissociation of crbon dioxide
between temp.eraturesof 2000 to 4'OC
DO
to
13
itClosr-'eire;
while
va.ror between
tzmperatures
.,
/4 gives
ig.'o.
of
t
Crti
1 Oressure
dissociatior data.for wvter
3000 to 4;COO°F., at parti!
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from 0.05 to 1.0
tinaosphere.
Since upon dissociation, crbon
dioxide -nd wa-tervpor
ab-
sorb the s.me amount of heat that they liberated initielly during form.tion, computation of
hent
loss
from the flames due to dissociation
of products of combustion cnsists
simply in evaluating the heat of
reaction corresponding to the weights of dissociated crbon
dioxide
and wnter vapor.
Fig.T1o./
shows the combined effect of dissociation of car-
bon dioxide and wter
(6)
The ltent
ve-aoron theoretical flame temperature.
he.t of vporization
for any given fuel oil can
be determined with sufficient-degree of accuracy from Fig.Io.2
, which
is based on dnta obtained by the U.S. Bureau of Standards. As cn
easily seer from this figure, reduction o
be
flame tempernture due to
heat absorption -ccompanying evaporation of fzel oil is practically
negligible.
(7) The te'rpernture nt which the
burner hs
flel
oil is supplied to the
but a slight effect on temper,.ture of flames. Heat loss from
the flames for
o ?tomized oil cn
oarehletin
be estimated esily
which gives specific heats of fel
tnhe id of Fig21.to. m4
with
oils at vari-
ous temperatures.
(8) The effect
of
ir preheating
on flme
temper.ature is strai
Forward -nd is not described here due to simplicity of clcul:tion;
ht-
be-
sides, a.irDreheating is but very seldom fensible under conditions of
operation to which small heatin.gboilers
cost of its incorporation into
re subjected,
boiler is not frequently justifia.ble.
Employing
Figs.
No.Z , 4 , /0, //,12
above
results
.nd the first
/3,rnd /4 , s directed
in ?ig.i4o./5 wvhich ives the theoretical flame
-3/-
temperature
L~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
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various
-< 1~ -midity.
quanrtities
of excess air at 70°F.
Th1edotted
curve
emerature
~sR
outlined on pp.
2Oand 30
..
:;..
· ~~.
'~ .
:i f-
.i
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..
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ai-' .
.: ,
....
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·. ,
-' ... ~.
,
.
nd 0 to 20; relativeu-
giveste theoretical
fromflame to the wlls
,
!t. :"'
on Fi=-.lo. /5
for dissociation,
corrected
forhe.t transfer
.:'
'nypothetical average fuel oil with
ater combustion of
resultin
;':'
'"
flame
ut which. nmust be corrected
of the combustion cramber
CHAPTR IV
UCTEDTASTION
OF MOISTUE
AND ITS
;,
EFFECT
IN FLUES OF CIL-FIED
UPON DESIG-t Ai
X.HATITU
OPERATIOT-
CI LRS
O,T,DSA.TI,7
A",
ITS
.....-. O'SU
CO7
.t :
2
E7 FECT UPOTNDESIG
Cndenstion
fuel
TO.F LUS
OIL-FIRED
HEATITG
CPAND
PI
IC.TIO-
of moisture from the arodLuctsof combustion of a
oil is one of the
rincipal
of heat energy libera-teddurinng
limitations
to comnlete utilization
combustion
The lowest temperature to ,-ich the -:roducts
be
routt
doln,.,de'ends
pFillrily
(2) -er cent o
torss
on three
(I) Per centi of hydrogen i the
of combustion can
-fc ollows:
u'e oil
excess air suptl iedtor
(2 in'vial amountof cisture i n
combustion.
a ir.
Per cent of excess air is the only fa.ctor 'ic;
can be con-
undler ordias<r-y conditions of combus-tion;
since tihe hydrogen in
trolled
the oil v ries only sit in nrrow liits
.rndmois ture in the air is
oil),
(
.s ixtur- e of several
ay" :icl
gases
t 14i per unit weight of
s cangeable
Th.e resuI,t of comb-ustion of c- iel
L
BILERS
1 n7ter
cs
ooi. n
vpor*
e weather.
.'osaospleric air
Figs.os.8
and/6
slo
co -rcosition of products o' combustion o - hypoohl-eticalav-
erage fuel oil with hydrogoen contenZt off 12.5; oer cent by v-i ght
-or
all
ractical
purposes thle 'lue gases cI be asszied to
be t at,,mosheric pressure of 29.92 inch.* Hg. Then,ift e prtial
s=ureof water vapor in thie lue vgses is (r) inchs ,
sure of dry flue gases (i.e.
inch.
less w-ater v-iapor)is euai
pres-
the par-tiai presto (992
H.
Al 1 comronants of t
flue ge s or course occupy trhe s.me volpzlne;
therefore, themolal ratio of v'ter vcor to dry flue gas is equa to
-- / (29.92 - p),
nd l ence the ;weig:ht
relation be-tween ,,,'ter rd the
· : 4::
' I:
.- SJ3X~~r.',.
-:,
if
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46
Aae
00
/ e
ses ,is as follows:
lb.(H 2 0) / 18.02
P
(29.92 - p)
1 lb. / m
p
lbs.(H20)
(29.92 - p) m
lb. Dry Gas
p = Partial
18.02
pressure of water in flue gas, inch.Hg.
m = App.rent molecular weight of bone dry gases.
.02
= iolecular
weighnt of water.
The maximrlmamount of water vpor that
ny space can hold of
: corresponds to the weight of saturated stemrnat
the
e space; therefore, when the unsaturated mixture o
temperature
the products
bustion is cooled, condensation of wter
vpor
occurs at the
rature at which partial pressure of wter
vpor
in the mixture be-
equal to saturation pressure of steam at the same temperature.
Thus, the equation given
bove can be used to determine the
temperature at which the products o
combustion o
a given fuel
ty leave a boiler without condensation of moisture in the flue.
is accomplished simply as follows:
(a) Since:
p 18.02
lbs.(H 20)
lb. Dry Gas
(29.92 - p) m
(29.92
lbs.(H 2 0)
P =
(
lb.Dry Gas
Letting,
p) m
-
(
lbs.(H 20)
')
18.02
-
lb,. Dry Gas
z
P 9.92 (81802
2
Zm
= 29.92 (.
___
p (%
i
L9
+
18.02
.92
2
pp.arent
iven
'tVem?'hitol Air
*-^olecular
8.02
s on
i;sE.tTos.
-shenthe composition of
O
and / 6 (See:"Average
on
ppid o the Products of Combustionl,
20). Curve t to o Fig.LFo. /6 -ives vlues
a.ld
of- tle bone dry
:.rgeht
molecul,
'fcombuStion, is easi y c.lcul-ted
the gaseous mixture is
-
2
Z mr
(b) Th'e trma (m),
products
18.02
o
(In for various
ercent?.ges of eCess , r.
') -areo course esily
(c) V-lues of the term
Fig.o.
8 , ?nd are given at bottom of
ig-.To./8 corresponding to vari-
of excess
.ercent:ges
air.
oua
.
(d) KInoing
-rt;il
obta'ined fromr
the values
o
tenis
(n) and (Z), deterines
preasure of -water i n 'the fluecas, as inches of
Curve in center
o Fi .No
sios
-the varistion
o
(p),
ercury column.
(p) with change
in excess ir elivered for combustion"of he hypothetical average fuel
oil.
(e) 'Then, the telmoerture
of flue gases, at which water vpor
contained in them berins to condense out, is deterined sply
ferring vlues
ofI (p) as obtrined
rom Fig.Fo.
-36-
by re-
to the data on Fig.
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1:24
(f) The final result is the curve at top of Fig.No.
/B which
gives the relation between the minimum permissible flue gas temperature
and the percentage of excess air, when burning the hypothetical average
fuel oil as selected above with air at 70°F. and 0 to 20% relative
humidity.
It is seen at a glance from Fig. No. /
t~·45~
conditions of operation --
, that under ordinary
say with 30 to 50 % of excess air, the low-
est practicable point to which the temperature o
bustion
may be reduced
without
the products of com-
running the risk of condensation is
about 1250 F.
;·
Under usual conditions of operation and with the prevalent
-4-4 --
·
~·
design of flues and chimneys, however, in order to prevent condensation
<4-
of water vapor present in the flue gases, their temperature must be
*74-4-
*1t·.
kept considerably above the condensation point until they leave the
stack. Quite frequently, keeping the temperature of flue gases say at
about 1250 F. until just before they are dissipated into the atmosphere,
also means having'their temperature anywhere from 400 to 600 0 F. at the
flue connection to the boiler; for losses in temperature occur all
along the flue and the stack, depending on thieinsulating qualities of
the materials from which they are constructed.
A ready measure suggests itself for prevention of heat loss
due to high exit temperature of flue gas, in the form of a water heater or an air preheater; however, neither would be practical for the
usual small installation due to high first cost. The principal item
that makes the first cost of such auxiliary equipment prohibitive is
the amount of corrosion resisting metal required for its construction.
It is very seldom that a fuel oil can be had without any
-3 7-
sulphur; there is always at least a trace of it even in the best grades.
This presence of sulphur, even in minute quantities, eventually results
in accumulation of (02)
and (SOS) in the condensed moisture, with con-
sequent corrosion and deterioration o
any ordinary steel and even cop-
I':
_
kjU.-*
.J,
Q
kjUa
i
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-4
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A
llU
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C.dV
LV
U
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1IUVV
t
U
O
P' .. A
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U
F
P:
far to be satisfactory for construction of such auxiliary equipment for
~Z;/{s
-utilization
of heat in the flue gases.
Determination of savings in operating cost of a boiler equipped
B)s
with an economizer as compared to a boiler without such an economizer
I.,Zr
..;
is an economic problem in determination of the "break even point". It can
:
..
:,
be stated roughly, however, that if the saving in a.nurual
cost of fuel
. t
.i
oil is twice as great as the interest and depreciation charges on the
v
economizer, then incorporation of one in the boiler design is a worth
while
eature'.
;
The quantity of heat saved by means of an economizer can be
..
i.3
estimated easily with the aid of Fig.No. /9
which gives the relation -
2
e
ship between heat loss to flue gases, their temperature, and the per
*:-
,
cent of excess air used for combustion of the hypothetical.average fuel oil.
Fig.No./9
lg;
is based on dta
presented in Figs.Nos.8
,/2
and
the method of its construction is self evident and is therefore
not described here.
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61%'
CHAPTR
SETECTIOiN CF SIE
A1D SAPE
V
OF A COS
FOR A S,1ALL OIL-FIRED
-39-
.TIO-T,
C-;H.BER OR FURNACE
HEATING
BOILER
SELECTION
OF SIZE
AD
FOR A SALL
SHAPE OF A COMBUSTION CHAUIBER OR FRNACE
OIL-FIRED
HEATING BOILER
Introduction
The three principal factors which control the size and shape
of a combustion chamber are
s follows:
(1) The rate of energy release per cubic foot of combustion
space.
(2)
The leYngthand shape
()
The quantity of excess air which is expected to be used to
o
flame which
it has
to contain.
secure complete combustion of fuel.
ilinor items
overning size and shape of combustion chamber may
be as follows:
I1)
vverall
imenslons
of tne
olIer.
(2) Decorative quality.
(3)
Structural and production limitations.
(4) The purpose of the boiler for which the combustion chamber
is designed, as for hot water or steam generation.
It was not very long ago that the -furnaceand boiler designers
were greatly concerned with securing high rtes
of energy release in
combustion chambers; today their attention is given primarily to providing materials for construction of combustion chambers which can
withstand the temperatures resulting from the high rates of energy release that can be obtained with modern 2fel oil burning equipment.
The volume of a combustion chamber, everything else being
similar, is not the controlling factor either in efficiency of combustion or in overall efficiency of the boiler. This can be seen
-fdo-
easily upon analysis of performance of any two similar boilers with
different combustion chambers; what is more, at times a large combustion chamber increases the overall efficiency and completeness of
combustion, while at other instances it diminishes them. Thus it is
impossible to lay down an arbitrary rule for selection of a size for
a combustion chamber, as there are many other variables in the problem that may upset all hasty conclusions.
One of the most interesting and conclusive proofs illustrating the fallacy of the general conception that a large combustion
chamber is productive of high boiler efficiencies, is to be found in
the thesis on "Effect of Size and Shape of Combustion Chamber Upon
Overall Efficiency of a Round C.I.
Boiler Adapted to Oil Burning
C.L.Svenson and A.L. Hesselschwerdt, conducted at the
by
ass. Inst. of
Technology, 1933.
Fig.No.ZO
presents conclusively the study of the data in the
above mentioned thesis. It shows at a glnce
that not only the size of
combustion chamber has very little effect on overall boiler efficiency,
but that smaller combustion chambers have proved to be even more efficient than larger ones.
It is interesting to note that use of Chamber No. 7 which had
a volume of about 7 cu.ft. resulted in practically the same overall
boiler efficiency as with Chamber No. 6 which had a volume of only 2
cu. ft; as a mtter
of fact the efficiency dropped about 5 per cent
when the larger chamber was used.
The key to the whole performance is in a pair of factors-namely: flame turbulence and "the fraction cold". The "fraction cold"
is the name given to the ratio of water backed surfaces that can see
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the flames, to the total internal surface of the combustion chamber.
Turbulence in Chambers Nos. 4,5
and 6 was provided by means of
a chequered brick work built into the upper part of the chamber, which
also shielded the flames from the water cooled surfaces immediately
above the combustion space. Chambers Nos. 1,2,3,7 and 8, however, had
their flames exposed fully to the cooling effect of the water backed
surface, and had no special provision for creation of flame turbulence.
,i
Notwithstanding the radical differences in design of combustion
chambers described above, their effect on overall boiler efficiency at
no time exceeded
per cent above or below the average efficiency for
iiiri
·
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1?,.;W
is
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i·,
.-.;·· ·
·-i
t;`!
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1
all eight combustion chambers.
·"
This also points to the fact that principal loss of heat during
operation with any of the eight combustion chambers was not due to incomplete combustion, but primarily die to low heat transfer efficiency
·"13
of the water backed surface. As was stated elsewhere in this thesis,
"·r':I;
an oil burning boiler is a heat exchanger as well as a converter of
energy, and must be designed with both of these two points in mind in
order to secure the highest possible efficiency of operation.
Basis For Design Of Small Combustion Chambers
Design of combustion chambers for various types of boilers is
an art that has reached quite a high state of perfection at the present
time, especially so in the field of large power boilers. However, most
of the knowledge underlying the present methods of estimation and design of combustion chambers is based primarily on empirical functions,
and therefore does not lend itself to correlation and application to
design of all sizes and types of combustion chambers.
-4z-
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,.,.,....
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: ·:~-'"~E,?~':~::.,,
r~":.!'..
To meet the above mentioned need of a theoretical foundation
for design and prediction of performance of combustion chambers in
small oil-fired heating boilers the writer presents below a simplified resume of his studies in several fields of transfer.
'~:
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:.,:
":.: ..
''""~
\. ,":.
l
.'~-,,:~
.~:-t:-.-i
: .:.:'
; '. ·~'
i'2· :~::..
In general keeping with the main objective of the thesis, the
discussion given here is concerned primarily with the calculations and
.'.~
theory of thermodynamic and heat transfer phenomena necessary for the
rational design basis of combustion chambers in general. Structural
details a.redealt with only in so far as the size and shape of com-
.'.
,~ _--.,.'
bustion chambers are concerned, and physical properties of materials
..'~?::of construction as well as their application are studied principally
from the heat transfer point of view.
:.':,--·4.i'..'
Theory Of Oil Ignition
"l~'~~
....':
The basis of the generally accepted theory concerning the igM
>'I
:::
X
nition of fuel oil, is that it proceeds as a series of complex chemical changes -- the final results of which are the products of combustion.
The hypothesis underlying the theory is that at a high temperature and in presence of oxygen the surface film on a droplet of oil
undergoes so called activation or the formation of activated moloxides
(unstable hydrocarbon peroxides); these moloxides are assumed to break
or decompose with liberation of sufficient energy to cause the ignition
of the remaining hydrocarbons. In short, the moloxides act as primers
to the ignition and combustion of the liquid drops.
This theory is supported by numerous tests and studies of ignition and combustion of oil in the internal combustion engines.
..
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Regardless of details underlying the theory of ignition and
combustion of fuel oil, the following rules have been found almost invariably to hold true in all ordinary instances of combustion of fuel
·-:;;·
oils in small and medium size combustion chambers.
M"· :
-. i:-
f""-:·,:i
(1) That the rapidity and completeness of
.
:
;i:'·':,··
ombustion are pro-
portional to the fineness of atmoization of fuel oil.
·
(2) That the excess of air required for satisfactory combusi;i·rc:
i·
tion in a correctly designed heating boiler is about 20 to 60 per cent
;· ;
B::"··i
of the theoretical air requirement-- the per cent of excess air being
1
I-,
determined primarily by the combustion rate and partly by the shape of
-- I
r
:,20505-
the combustion chamber.
(5) That in order to maintain a high degree of completeness of
combustion the design of the combustion chamber must be such as to assure complete combustion of all products of oil decomposition before
the gases strike the boiler heating surfaces. This requirement is met
partly by providing ample combustion space and sufficient distance for
flame travel, and partly by lining the inner surfaces of combustion
chamber with a high grade of refractory material which prevents the
loss of heat from the flames, and thus assists the combustion of oil
constituents that require a high temperature for activation or formation of mol-oxides.
Rational Method For Determining The Size And Shape
Of Combustion Chambers
Studies of many investigators in connection with combustion
of various fuels in many different applications ranging from internal
combustion engines to
large power boilers point definitely to three
,I
f
principal factors which govern the
size
of a combustion
chamber for
constant pressure processes, namely:
(I)
The rate of flame propagation.
(II)
Flame shape.
(III)
Flame turbulence.
The Rate Of Flame Propagation
The first of these factors is important only in cases where
there
is no appreciable
flame
turbulence.
In
typical
furnace
or com-
bustion chamber of a heating boiler,the effect of rate of flame propagation is negligible compared to flame travel by mnixing convection
currents
nd eddies generated in the products of combustion by impact
andexpansion of air-fuel jet entering the chamber. In general it can
be said, however, that for slower rtes
of flame propagation, i.e.
slow f~lime-fronttravel, the combustion chamber should be lrger
to llow a sufficient
so as
time for combustion to take place in the pre-
sence of hot refractory surfaces in order to insure its completeness.
Flame
Flame shape controls
Shape
he size of a combustion chamber in two
ways:
First of all,the length of the chamber along the principal
axis of flame travel must be sufficient
to prevent the hot portion of
the flames from licking the refractory surfaces, thus insuring a long
life of the lining.
Secondly, the water backed surfaces must be placed at sufficient
:?:=Th
fistoths!.ctrsi
ipot~1;olyincae l.Frhr
c·i·.1·?"1;·;!:.`'
,·
·-
distance from the flame or shielded from it in order to prevent the
·'lbili
"
i sh rr·--r·
i"::jl?
k
cooling of gases before the combustion is complete.
The length of a flame and its temperature along the principal
-&1..
···· ·
axis of travel can be calculated with sufficient accuracy for all prac-
: ;-;
Cli
I -.:
tical purposes in the following manner: Referring to Fig.No./
.
Let:
k"
r·
A' = Cross section area of the jet of primary air-oil mixture
···;· :·I: '-;
·-·;
leaving the mouth of the burner and entering the combustion
·-i-a:,.-F·
·.
:·:a.· i,:·
-;;gr·r···-·:
·,·
;i;..·-.·
chamber, sq.ft.
W I = Weight of air-oil mixture passing through the area Al,
lb./sec.
V' = Average velocity at the area A.
d
= Density
of mixture
ft./sec.
at area A', lb./cu.ft.
A" = Cross section area of the jet at the point of mixing where
the primary air has mixed with products of combustion to
a sufficient degree so as to ignite the oil droplets carried in the primary air.
Wi = Weight of gaseous mixture (primary air + oil + products
of combustion) flowing through the cross section of the
jet at A", lb./sec.
V" = Average velocity at area A", ft./sec.
d" = Density of the mixture(primary air + oil + products of
combustion) at cross section A",
just before commence-
ment of combustion, lb./cu.ft.
c'
Average specific heat of primary
air-oil
mixture at area
A', Btu./(lb.)(°F.)
c"
Average specific heat of gaseous mixture at area A",
Btu./(lb.)(°F.)
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i
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ii
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/
/
K1
/
i/
/
·.
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.·.
t'
:l:i.SBBP$.:"'-'cr
'-:lhB"T!
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.xl· srarac;l::
'-"
-;·
ii-'
·.
= Average temperature of primary air-oil mixture at area A,
OF.
t"
;il
31·
= Average temperature of the gaseous mixture
t the area A"
just before coirnencenlent
of combustion, °F.
:···'
Now, the volume of primary air-oil mixture of weight ()
I
upon
arrival at jet section (A"), has entrained a volume of products of com-
I
bustion which weighs (W-V' )lbs. per (')lbs.
of original jet. The ini-
tial temperature of the entrained products o
combustion can be assumed
i
i;-·-:·
i ;
to have been equal to the average temperature of the flames in the combustion chamber. Thus, the weights of the entrained products of com-
ii
i;
bustion
;;
nd the entering primary air-oil milxturehave the following re-
lation to each other:
t' WI' + t(w¥"
ii;-.
,-.
W')
= t" W"
Where:
I
t = Average temperature of flames in combustion space, F.; and
'";
other smbols
I
(Note: This relation
·"
::
-
re as designated above.
is, of course, based on the assumption
i
that specific heats (c') and (c")
i:·i·"·`::.'
"·
wilhin
i
re equal and remain constant
the range of 70 to 6000 F., which
is true
ceit.)
ii;
:3
i;;T
-1
Also:
.Iomentumof jet at area A' is equal to V
-·
'
and,
of jet at
IM'omentumn
rea
A" is equal
e·
·1
But,
V' W' = V" W"
Therefore:
V" = (VI W')/W"
Since,
W' = A
ft./sec.
V" d"
. r-
to V"
1'"
ithin 4-6
per
W"/(v"
A"
a )
(r + L tan j) 2
But,
A
Hence:
L tan
=
j = (A"/)
,9=
0
-
r
Tnere:
L = Distance from the mouth of the burner to the cross section
of jet (A"), ft.
r -
angle
,adius of the jet at cross
j = An experimental
fnction.
section
(A'), ft.
is plotted against the initial velocity
cross section area(A'). These values
dustrial Frnaces"
Knowing
by Trirnks,Col.
j
which angle
o22on
See: Fig.No.
- the jet at the
re taken from
"
In-
1, p. 265.)
,
(A"r) - r
Then:
tan
.. er
w.nv
of f`lIaes
1'di-;tance(L) ives the approxim.ate loc.atlion of the'_ti"t
from the mouth of the burner. Pst thC-distance (L) the
jet loses its conical frml and the flames ssume an irregular shape resembling a pear which tends to float with its blunt end pointing up-
Once the combustion has begun, the increase of the cross section
of the flame jet due to entraimnrent becomes negligible
as compared to
its increase due to expansion of the products of combustion withrise
of temperature.
Simultaneously with increase in crcss section due to expansion,
the flame jet begins to turn upward due to buoyancyof the hot products
of combustion-- which immediately after generation ave a density of
approximately six to seven times less than that of the primary air-oil
mA
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:·
mixture entering the combustion chamber, and 1.1 to 1.7 times less
than that of the average products of combustion filling the combustion space.
The pproxirmatepath that the flame would take if not restricted
by ialls of a combustion chamber may be determined as fol-
lows:
At distance (L) from the mouth of the burner the flaes
have
a velocity (V" ) in direction of the horizontal axis of the burner. Let
the density of -hl-leproducts of combustion at the center o the flames
be equal to (d3 ), while the average density of the gases filling
combustion
chamber
is
equal to
(d); then,
the
the uopward force acting on
volume ( /ds) is equal to ("/d 3 )(d-d3 ).
Since the m-ss of this volume is equal to (W"/g);
{_:jj.=:-'
The upward acceleration
of the flames is
iven by the follow-
ing expression:
"(d-d 3 )
a =
-
orce/mass
(g/gW")
d3
a = (d - da)/g d3
a = (d/13 - l)/g
shere:
g = Acceleration of gravity,
a = Upward acceleration
The shape
of the
32.2 ft./(sec.)(sec.)
of the flames,
ft./(sec.)(sec.)
gas stream is, of course, an upward-bent para-
bola,coordinates of which are easily calculated.
al velocity of the jet is ('V")ft./sec.
Thus, if the horizon-
after tr.veling distance (L)
from the moulh of the burner; thlen, after time (T) seconds the horizontal component of flamepath is equal to ("
-49-
T), while the vertical
component
is equal to (a T )/2.
This method of determining the shape and size of flame is only
approximate and must be used only in conjunction with a good deal of
judgement, since the difference in density between the flames and the
surrounding gases is not subject to accurate calculations, and entrainment combined with diffusion rapidly obliterates all differences in
density after some distance of upward flame travel.
At the upper portions of the combustion chamber where the combustionprocessis completeand the mixing is thorough,
the principal
force creating movement of gases through the passages among the water-
backed surfaces is that of draft -- usually induced draft, either by
means of a chimney or by means of an induced draft fan.
At this point it is appropriate to note that it is not desirable to keep the combustion chamber under positive air pressure for
the following reasons:
(1) It would cuse
exfiltration of flue gases into the space
vhere the boiler is located; which would be not only obnoxious, but
also
fraught
ith
danger of carbon monoxide poisoning.
(2) It would cause infiltration
the refractory
lining
and substructure
r soaking of hot gases into
of the furnace,thuscausing
rapid deterioration.
Once the approximate length and shape of the flames have been
determined by the method outlined above, the general shape and dimensions of the combustion chamber can be selected so as to contain the
flames in a manner that would prevent them
from licking
unduly the re-
fractory surfaces. Due to structural limitations, however, it will
seldom be possible to design a combustion chamber in which at least
-.-0-
::r
.'L
one face is not subject to considerable impingement by flames. In such
case the surfaces licked by the flames should be lined with the highest grade of refractory material, and in especially severe instances
water-cooled walls should be employed.
After the approximate size and shape of the combustion space
have been decided on, the next step to consider is whether the performance would be improved by shielding the flames from the waterbacked surfaces or whether some considerations may make shielding unadvisable.
?
W:
should be employed only when it will promote the completeness of com-
bustion and increase turbulence of the flames.
'
';
!"''~?~'
In general, the refractory shielding of water-backed surfaces
In some cases due to a high rate of heat release in the combustion space it may be definitely advisable not to shield the waterbacked surfaces in order that the average temperature of the refractories may be reduced --
or perhaps only a partial shielding will of-
fer the best solution.
III
Flame Turbulence
As far as relation of flame turbulence to size of a combustion
a?
i'"
chamber is concerned, it can be stated in general that the greater the
turbulence the smaller may be the volume of combustion space for the
same total energy release. The explanation of this is simple; it lies
Zi
in the fact that thorough mixing of gases within the combustion space
shortens the time required for flame propagation and thus increases
the rate of combustion reaction, which in turn results in decrease of
time that the gases mu.st remain in the presence of hot refractory
sur-
faces in order to insure completeness of combustion. (Increase in
combustion chamber size, while the total heat energy release remains
the same, results in lower gs velocities -- which permits the combustion renction to go on for a longer time in the presence of the
hot refractory surfaces, thus insuring completeness of oxidation of
(CO) to (C02).
The rincipal methods that may be used for production of flame
turbulence in a combustion chamber are
ir-oil miture.
(1) Strong jets of primary
(2) Strong
s follows:
jets of secondary
air.
(3)
Construction of combustion chamber so as to induce a.vor-
(4)
Restriction of pssages in the path
tex.
so -,sto cause contractions
combustion
o
the products of
.nd reexonsions
as well as
c'hanges of direction.
These methods for production of flame turbulence
trated by setches on Figs.los.23,2,
Fig. No. 2.3 shows
spll,
flame turbulence is provided by
re illus-
5, and 26,
round, vertical
high velocity
boiler
in which
jet of primary air
enterin- a nrrow vertical combustion.
Fia.No. 2 #shows . small tubular boiler in .whichflame turbulence is created by srranging the burners so that the flaml jets
generate ? vortex in the combustion ch.mber. Also, the narrow openings
in the roof w.hichsields
tL.e f lai.es from -'he lower ortion of the
tubes, create an additional
orifice effect.
due to teir
Wt
,
,-~~~~
~ ~ ~~~
~
.
turbulence in the produ.cts of combustion
'Sy5esZz,9 D2 se
Ilot I67U='rB'
of7
a
Sma /
PrnZ
JS
A
#aZ'er
6f/e
eO
z
jilaer
,?&rarj
/.
723
C;:4r
'i;~~~~~~~~~~~aT·
II
I~
Sggeseod es/nr
Como c
7ube
of74
/Car
I
I
Harner
Tcvo-
od=
ii
r
5 eCt/on
I
"' 4 "
i
R.&1rle
Cros
Secton
o
/ .
orW
IC
2 4
An outstanding advantage of the twin burner
set-up is flexi-
bility of operation. By proper selection of burners with respect to
their capacity, and by use of suitable automatic controls, such a
boiler can be operated with an almost flat overall efficiency curve
ri:
over the range of 50 to 200 per cent of its rated maximum capacity.
Fig.No. 2shows
a sketch of a large sectional boiler in which
the flame turbulence is induced primarily by means of a strong primary
ir jet end a fire-brick crest which splits the flame jet into
two vertices. Due to impingement of flames on the refractory surfaces,
this type of combustion chamber will probably not hve
as those shown on Figs. Nos.23
as long a life
and2 4 ; however, it is of simple con-
struction and the turbulence crest can be easily relined after a few
seasons of operation.
Fi.No.
26
shows a boiler furnace
in which flame turbulence
is created by fourfold means, down-shot burner (arrangement,high velocity jet of primary
ir, the turbulence crest at the end of the flame
jet travel, and a secondary air supply. The prticular
factor in cre-
ating'flame turbulence in this setting is the collision of the initial
flame jet with the secondary air which enters the combustion chamber
through a row of small jets located in the false fire-brick bottom.
In general it should be remembered that a higher flame turbulence is
lways accompanied by a.higher pressure drop across the com-
bustion chamber. The energy which is generated during combustion exists
primarily as kinetic energy of gaseous molecules
nd does not contri-
bute appreciably to the energy required to overcome the frictional reFE
sistance to flow of products of combustion.
The only way to utilize directly the energy released during
Suggesfed
_Dc~~;r/g~o
f
,
LZargte,Se
o/er
rl I
ii
I
K?/ra c 76-p
/
67'A/s
7arr6a/enre
8#wrner
Z7roUa
A
A'
//v A/
-,
I~
LI
c
C
'4%
kS
,
QJ
b>V)
C4J
KII
I-)
tz
q)
br-
tl.
· z
It
-
:
:--,
.
.
:E0;25
combustion, for tile purpose of oercoing f'ric'tionl
resiatance
flow of products of combustion,
of the n-tural
is to t-akeadvantage
dra.t thatcarn
be cre-ted hen liig.L exr'ondedgases ore
:, ,-: --
:r;-J
:;
-
,escape
through a stack or chl'neyo
j'/: ;.,
·....
,''
:"
:
:,:,
,' X,
,;,,,
:.::f
-rtf -
to
'er.itted
to
i:
::
L
:I
,ll
r:
-r
rART II
RADIATT TI',iSFSER
OF
LIBERATED
~j
2- 1
/
I
__ .
HEAT E'ERGY
iTEa Vi
Lw-
A O0\,:TTI:?
-t
I;;
-
_·
_'s
;
;i ·_--:i·-.
-. ·I,
1-;
i .i :
i··
'is;E
·- ·
; ·
-Flk'
K
)
Cr P '.It
II_
4;i
,.I
rz
;·
iY
a
-C
· · ·;
j:E4
RADIANT HEAT TRAS PER AMONG THE INNER SURFACES OF A
1
r
W
r
COMBUSTION CHAMBER
;
Introduction
1.'
Radiant heat transfer
-t:~~
encountered in combustion chambers of
small boilers in general, may be divided into two distinct parts, name' ' ,'ly:
(a) That which tkes
bustion chamber -":
e
place among the ier
surfaces of the com-
including walls, bottom, roof and water-bas.cked
sur-
faces, and
!:?"
(b) That which takes place between the flames or products of
combustion and the solid surfaces.
,~i~.~ ......
.
S -.
Both o
these modes of heat transfer, of course, go on simul-
taneously; however, for simpliicityof analysis they will be considered
as two independent mechanisms --
-'
with
roper adjust-,entfor such as-
'
....
sumption. The subject matter treated here is confined to radiant heat
trnsfer
q
between solid surfaces separated by a non-absorbing medium.
At this
oint the writer wishes to state that no
to theory of radiation is being rmadehere thlnris
bsolutely necessary
to show the sources and meanings of various constants
well
..
s their use in the well known equations
ore reference
nd v.riables, as
nd formulae.
.
:< ~.,-/'
~~Definitions
of Terms
%~:
"
..
A brief resume of term definitions is in
lace here in order
to establish the meaning of all symbols used in the discussion presented
below.
-S-7-
(a) The total eissive
-nted
s (EA), is defined
directions
(A), usually
ower of a surace
desig-
s the total radiant energy emitted in all
from thatn surface
er urnitof time, per unit of
rea3, and
s --sually given,as tu,/(hr .) (s.ft.)
(b)
eitted
Intensity
of radiation
is defined s the rdiant energy
n:r unit of time, er unit of solid angle with its
t;e radiating area, perunrit
u
norojected
radiatinr
jected
rea-- the -pro-
,to
. the d.rectn
res beinE on to a l-.anenorr
pex at
of the rad -
-ating beam.
(=-)
Thrnormo
'
o rite ist
tevnltenva, of
sity
when he a.is o
(d) The
th'lbenm
is
s3vtrntivit of
ioulor t:n-er
t he rdiating
surface is te fraction of rdiant
which
energy incident on the srface,
"-rbed
is
of a surfac e iPthe fction
(e) Te reflectitv
sur-
energy incident on the srface,
o rdn
wich is reflect.d.
-(f) iThetrnsis isiity
of asubstance
P
is the frctio
o- rdi-
etion incident upon it, .hic is trlnsmitted throuh it by rciti..on.
;T.hesu,^ of kbsorrtivit,7+reflectiv-ity
'~~
oaoncuesolids of appreciable
tFor iroan.te/un
:bslt.
o
,
hickness,
snO
zLsero,
rn,tr nsmissivity euals unity.
: {.h.
,g) A blc--:
od is defined as
radiation
whJ~%ich-\
falls on it,ai.ad reflects,
(hL)The
poer t o th t
o
_no.
blc
J11
h1e re:
~ %he cntisty
surfce
trnsits,.
ty--
iise`c
which absorbs all the
an.d scatters
none.
surface is
'isivuity:
tle rt io of its -euissive
body, or
P =
thle trins..,iisSiv-y is equaL
A
)
tlle....tialy:
/ (Es)
p
= Emissivity of surface (A)
EA = Total emissive power of surface (A)
EB
Total emissive power of a black body
(i) Kirchhoffs 'Law
An important generalization which underlies radiant heat trans-
fer
between solid
surfaces,
known as irc'lhoffs'Law,
states that the
total emissive power of a surface (Eq),divided by its absorptivity
(a)
for black body radiation of its oni temperature, is the same for all
surfaces
at
er (B)
of
a given
temperature and is equal to the total emissive pow-
black body at that temperature.
.Mathematically:
(E A ) / a = E
Where:
EA= Total emissivity of any surface (A) at ra given tenperature,
t.
EB
=
Total
emissivity
of a black
body
at same ten.perature,t.
a = Absorptivity o the.surfacea(A), for blackbody radiation.
It
is
seen,
at
a glance, from Kirchhoffs'Law that the emissivity
of any surface is naerically equal to its absorptivity, at the same
temperature.
The General Equation For Calculation Of Radiant Heat Interchange
Between Two Solid Surfaces
The simplest general equation covering most cses
of radiant
heat transfer between two solid surfaces is usually written in the
follo-wing form:
r{,
-0.172
(A) ((T / 100)
-
(T2
/ 100))
FA)(FE
Te ee:
-n = Net rate of heat radiation from the hotter surface to the
colder, Btu./(hr.)
surf,.ces,
A=
rea of one of theto
A
T=- Absolute
temperature
of the
sq. ft
otter surface, F.kAbs.)
T2= Absolute temperature of'the colder surf-ce,°F.(Abs.)
F
A
Factor to allow
gorthe
verage ?.nle tzhrounout which
one surf-ce 'sees" the other. The f.ctor,
Pends
on tie surface selected
o couse, de-
for use in term (A).
allows or deviation of- the given surfces
PFactor wvhvich
F
from complete blackness, and is a function of their
dividui
6emissivties
in-
k(pz) -nd P2).
Application Of The General Equation To Estimation
Cf- Radiant Heat Transfer
The complexity o rdint
surfces
In Combustion Chanmbers
'ahe.-tinterlnge
of a combustion chamber depends pr.rily
hle inner
aonc
on ter
tepera-
t-ures. If all surfa.ces are ?t the same temperaeture, which is possible
only in the cse of an ideal design, then the net radiant heat transfer
f-rom any one of them is of course eual
to zero. Such condition is ap-
p=roachedonly in small combustion chambers which h.ve
the
fla,1mes
n.id in which
the
flame
is
saielded froi tie
I,3ape enveloping
ter-backed
surfaces.
In most instances
-at different
the several
surfcces
ounding thle
1 fl7ames are
temperature -- depending on teir proximity "to the flames,
their position in space itlh respect to each other, their emissivity,
and the nature of the substance from which they are made. Therefore,
the subject metter treated here consists ofmethods for evaluating the
equation in order to make it ap-
factors (FA) and (FE) in the general
plicable under various conditions.
On pp.
K.li
to
are presented formulae for calculation of
factors (FA) and (FE) for
he most common instances of rdiant
between solid surfaces; to simplify
.transfer
heat
the computation pro-
cedure these formulae are also supplemented by charts on Figs. Nos.
3/ .
:, 27 , Z t9, 3£0,,ind
''.j;~
The Concept Of Radinnt Heat Transfer
Coefficient
The concept o
rived esily
from
the coefficient of radiant heat
transfer is de-
he general equation given on p.
q = 0-172 (A) T 1 / 100) - (T / 100)4
(FA)(FE)
may be writte -,
q = (A)(FA)(h
when thus
)(T
-
T2 )
dofined:
h
r
=
(T / 100)4
For ease and simplicity
(T2
/
100)41 (o.172)(F7)
(T1
-
T2 )
of procedure a graphical solution
of
the coefficient (hr) is given on Fig.No. 3 2 attached here.(Note: on
Fig.lo. 32
the term (FE) was ssumed to be equal to unity).
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RADIATION BETWEENISOLIDS
Below are tabulated 17 fundamental cases of surface arrangement which may occur between solids, and the corresponding factors for
equation calculation of radiant heat flow,
use in fndamental
(Fk(Fi
.172(A) t(T±/100) - (T2/100)
q
As given below:
A = The surface to be used in computation;
FA
The angle factor between the given surfaces;
FE= The emissivity factor;
p
Emissivity;
(According to
otes by Prof.H.C.Hottel).
CASE I: Infinite Dnrallel planes.
A
Either.
I
FA~i
;FEl
1l
1
+-1
P.
Ps
CASE II: Completely enclosed body, small compared with enclosing body.
A
=
That of enclosed body.
F=
FA
1
1
;FE=
pl
CASE III: Completely enclosed body, lrge
A
=
That of enclosed body.
FA= 1
FE
-
compared with enclosing body.
1
1
-1
P1
Ps
CASE I7: Intermediate case between (I) and (III) above.(Exact treatment
is possible for special shapes only).
-62-
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A = That of enclosed body.
.a
1
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+ Pi
P2
p
FA=
A= 1
r
n_
1
8-;
e;
CASE V: Concentric spheres or infinite cylinders.
II.;
fF
A = That of enclosed
body.
A
FE
FA= 1
i;
s:
E-p 1
1;
A 2 P2
A,= Surface of enclosed body.
A2 = Surface of surroundings.
jir
"
A)and area A 2 .
CASE VI: Surface element
1
m
In general,
A = dA
Xfr
FA=
dw c
;
F
(p )(p')
;ji
Cases VII,VIII, IX, and X are special applications of Case VI.
(Note: a more complete treatment can be found in an article by H. C.
a:
L"
-i
i:
i:
Hottel,Trans.Amer. Soc. Mech. Eng.,FSP
5-196,1951).
CASE VII: Element(dA)and rectangular surface above and parallel to it,
with one corner of rectangle contained in normal to(dA).
3
T
I
A = dA
i
FA= See secial
graph on Fig.No.
2
8.
FE= ()(P2)
i
x
s
CASE VIII: Element(dA) and any rectangular surface above and parallel
to it.Method: divide the rectangle into four rectangles having a common corner above (dA)
c
r-
nd treat as in case VII.
A = dA
FA= Sum of four FA'
;
FE= (pl)(p2)
CASE IX: Element (dA) and circular disk in plane parallel to plane of
1i·
1-
c
,
(dA).
For complete treatment see reference given in Case VI. For approxi-
No
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mate solution use a method similar to that in Case VIII.
CASE X: Element (dA) and semi-infinite surface, latter generated by
line moving parallel to its original position and to plane of (dA).
Method of solution:- pass plane through normal to (dA), perpendicuand
lar to generating line.of other surface. In this plane (0')
(n)
are angles made by lines connecting (dA) to edges of surface,
with the normal to (dA).
A
dA
FA- (sin
'- sin 0")/2 where only plane angles are involved.
FE (P)(pe)
CASE XI: Two parallel circular disks with centers on same normal to
their planes. For solution see reference given in Case VI.
CASE XII: Special case of XI, with disks of same diameter.
A = That of either surface.
FA= See graph on Fig.No.30,
FE=
7
;
line 5.
approximately, P1P2
1
E( <1
-+--
P3
-1
Pe
CASE XIII: Two equal rectangles in parallel planes and directly opposite one another.
A = That of Either.
FA= /(FA,)(FA,)
and p.ps(FE( +
P.
where,(FA,)
-
.
'1
1
Pa
factor obtained for Case XIV, for squares equivalent to
smaller side of rectangle.
(FAn) = Same factor, for squares equivalent to larger side of
rectangle.
CASE XIV: Two equal squares in parallel planes and directly opposite
%
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one another.
A
Either.
FA= See graph on Fig.No.3O,line
4. When areas are small com-
pared to distance apart, FE is nearer to (pl)(ps) ; when areas are
large FE is nearer
1
1
to
P1
Pe
CASE XV:Two rectangles with a common side, in perpendicular planes.
A = Either.
FA= See graph on Fig.No. 3 1
; FE= (pl)(Pa) approximately.
See note below.
CASE XVI: Parallel squares or disks, connected by non-conducting but
re-radiating black walls.
A = Either
FA= See graph on Fig.No.3
; FE= (1)(P2)
approximately.
See note below.
CASE XVII: Parallel rectangles connected
by non-conducting but re-
radiating black walls.
A = Either.
F = Obtained from Case XVI in the same manner as Case XIII is
obtained from Case XIV.
FE = (Pi)(P8) approximately.
See note below.
NOTE: In Cases XV,XVI,and XVII, an exact formulation is impossible unless the entire system is completely described. However, where (P.)
and (Ps) are 0.8 or higher the approximations given are satisfactory.
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o
CHAPTER VII
RAT,'I 'Fl
", Y.~ AT
TR-S-f'3ER 'RO
IT
RAI...
TR..
THEIR
? RO
PTH
'~
C°~T'T
AO3:Su
:
oTSFR
PRODUCTS OF COMLUSTIO"T ALONuG
OF TRAVEL
'H2,CUGH 7HE EOILER
RADIATT HEAT TRANSFER
:OI. GSEOUS
PRODUCTS OF
THEIR PATH OF TRAVEL TROUCH
O.SUSTION
ALCONG
THE BOILER
Introduction
As was mentioned above, the radiant heat tr-nsfer within the
ioiler can be divided into two distinct prts:
first, tlat which takes
place between the solid shapes and surfaces forming the combustion
nd second, thantwhich takes
chamber,
lace between the gaseous pro-
ducts of combustion and the solid surfaces that they see in the combustion chamber and in the "heating surface" compartment.
The fundamentals of radiant heat trpnsfer between solid surfaces hve
already been discussed above,
nd the subject matter pre-
sented here will therefore be limited to the fundamentals of radiant
heat transfer from flames
faces
of the
combustion
nd products of combustion to the solid
space
sur-
nd the surface of the water-backed gas
pnassages .
Radiant Heat Transfer From Flames To The Walls And Other Solid
Surfaces Within The Combustion Chamber
The nture
classified for the
of flames, in an oil-f4iredheatin
urpose of rdiant
heat
transfer
boiler, can be
nalysis into three
types as follows:
(1) The non-luminous
flames.
(2)
The semi-luminous flames.
(3)
The luminous flames.
The non-luminous fla.mesresult when there is
_067-
a sufficient amount
of air available to insure a rapid and complete combustion of the fuel
oil.
The luminous flames result when the supply of air to the combustion chamber is not sufficient to produce complete combustion.
The essential difference between non-luminous and luminous
flames is the presence in the letter of molecular incandescent
artic-
les, which are usually groups of carbon atoms resulting from break-up
of hydrocarbon oil molecules.
The semi-luminous flames represent, of'
course, the intermediate stages between the non-luminous and luminous
types.
From the point of view of thermal efficiency it is self evident that the most desirable flame in the combustion chamber of a
small heating boiler is that of non-luminous type. It is true, that
with a non-luminous flame a greeter extent of heat transferring surface is required than with a luminous flame, since the radiation from
non-luminous flames is lower than that from luminous ones; however,
this disadvantage is amply offset by a higher thermal efficiency, and
by lowering of flame temperature,with consequent lowering of soaking
of heat into the walls of the combustion chamber and hence a longer
life of refractory lining.
Under actual conditions it is of course impossible to obtain
an absolutely non-luminous flame; however, the approach to it is so
close that for the purpose of prediction it can be assumed to be nonluminous. The error in radiant heat transfer computations introduced
by this
ssumption will seldom exceed 3 to 5 per cent of the actual
values, whereas the emmissivity constants employed in calculation of
radiant heat transfer
re seldom known within 5 to 10 per cent of the
actual values; hence, this assumption
?
flly
of the flames
The principal mss
sists
is
in
justifiable.
the combustion space con-
rimarily of the followlin gnses: (N2), (CO2), (02), (H2 C), and
quantity of (S02). Carbon monoxide is of course present in the
small
flmes
11 cses
when combustion is incomplete; however, in
sufficient
mount of excess
bon monoxide is
ir is
where a
supplied the concentrtion
of car-
negligible.
Of the
bove mentioned gases, only carbon dioxide
nd water
vnpor need be concerned in estimption of radiant heat transfer from
flames, since nitrogen
nd oxygen do not rdinte
any
ppreci-ble
amount of heat at the flame temperature found in combustion chambers
of boilers.
The mechanism of rdiant
ably
nd
heat transfer from flames is described
ully in splendid discussions by H.C.Kottel in Trans. of Amer.
Inst. of
hem. Engineers, Vol. 19, p.17,
ing 'V1hemistry",Vol. 19, p. 338,1927.
review the above mentioned works
of the theory of
limited to the
nd in "Industrial and Engineer-
As it is not the writer's
or to
o
aim to
into an a.bstract exposition
rsdiant heat transfer, the discussion given below
pplication of L±ndamentalsto rdiant
is
heat transfer cal-
culestions.
Briefly, the rdiant
area
of the
of these
surfaces bounding it
is
(P)
is
11 pOrts
o
verage integrated
of the g
gs
to
a unit
is
. roduct.tera
the radlatin'ggas in atlength(ft.) of the radiant
mass to the bounding
--
mss
two vri.ables: one
and the other
the partial pressure o
aossDheres nd (L) is the
from
from
a function
is the gs te:lperature
(tg)
(P L) i-n whic
beams
nergy eitted
surfa.ces.
At the same time, the radiant energy emitted by the unit
6?
rea
of the surface
nd absorbed by the gas mass which it boundsis lso a
of the product term (P L), --
function
and of the surface
temperature
(ts), End surface emissivity ().
Thus the net radiant heat interchange between a mass of flames
and a unit area of the solid surface which bounds it is a function of
the following variables:
P
= Partial pressures of the radiating constituent of the
flames, atmospheres.
lames,0°F.
t
= Temperature of
t
= Temoerature of surface bounding the flames,0 F.
L
= Average integrated length of radiant beams from all parts
of the flame to the bounding surface.
Ps = Total normal
missivy of the bounding surface.
The signifig-nce of all these terms, except the term (L), is
self evident. The value of (L) can be determined mtheuatically
for any
geometrical shape; however, for all practical purposes, the short table
given below will be sufficient for all radiant heat transfer estimates,
as the shape of combustion chambers can seldom be built to conform
exactly to those of true geometrical figures.
Average Lengths Of Radiant Beams In Combustion Chambers Of Various
Shapes
(L) in ft.
Shape
Sphere
0.666 (Diameter)
Long cylinder
1.0
Short cylinder(height=diamleter)
0.666 (Diameter)
Cube
0.666 (Side)
- 70-
(Diameter)
Figs,,Nos.33 and 34
attached here present graphically the re-
lationship between the variables (P L) and (tg), and the radiant energy
emitted from carbon dioxide and superheated water vapor present in the
flames. The same two figures also give the relationship between the
variables (P L) and (ts), and the radiant energy emitted from the solid
surfaces which is absorbed by carbon dioxide and water vapor present
in the flames.
Since carbon dioxide-gas is somewhat opaque to the radiation
from water vapor and vice
versa, the two together radiate less energy
than the sum of their radiations calculated separately would indicate.
This discrepancy increases with increasing thickness of the gas mass,
with increase in concentration of either of the two radiating constituents, and is particularly pronounced at high temperatures; at temperatures below 6000 F., however, it may be neglected entirely.
H.C.Hottel gives a correction for mutual absorption of radiant
heat in mixtures of carbon dioxide and water vapor at the radiant wave
length of 2.7 u,(See: Ind. and Eng.Chem., Vol. 19, p.888). A chart has
also been prepared by Hottel and S.A. Guerrieri, which gives a graphical method for determination of correction for superposed radiation of
water vapor and carbon dioxide at infra-red wave length of 2.7 u; Fig.
No.35
attached here gives.a reproduction of this chart.
Using the basic data given on Figs. Nos.33 ,34
and 35 , the
net heat interchange by radiation between the non-luminous flames and
the inner surfaces of a combustion chamber can be calculated by means
of the following equation:
X
=(As)(Ps)
(C
- Kg)-(C
+
Where:
-
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+ W-
K)
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-A.·
-
Q
= Total net radiant heat transfer from flames to solid surfaces, Btu./hr.
= The area of solid surface which "sees" the flames, sq.ft.
A
Ps=
Emissivity of the solid surfaces as given on p.
.
C = Radiant heat emission from the mass of carbon dioxide gas,
g.
as obtained fromrFig.No. 3 3 at the average temperature of
the flames, Btu./(hr.)(sq.ft.)
C
e
surfaces of the com= Radiant heat emission from the innrmer
bustion chamber absorbed by carbon dioxide, as obtained
from Fig.No.33
at the average temperature of the surfaces,
Btu./(hr.)(sq.ft.)
W
=
Radiant heat emission from the mass of water vapor, as ob-
g
tained from Fig.No.34
at the average temperature of the
flames, Btu./(hr.)(sq.ft. )
W
5
-
Radiant heat emission from the inner surfaces of the combustion chamber
bsorbed by water vapor, as obtained from
Fig.No.34 at the average temperature of the surfaces,
Btu./(hr. )(sq.ft.)
K
g
= Correction factor allowing for reduction of radiant heat
emission from flames due to mixing of carbon dioxide and
water vapor, as obtained from Fig.No.3 5at
the average
temperature of the f1lames,Btu./(hr.)(sq.ft.)
s
= Correction factor allowing for reduction of radiant heat
emission from the inner surfaces of a combustion chamber
due to increased opaqueness of flames containing mixed
carbon dioxide and water vapor, as obtained from Fig.No
35
at the average temperature of the surfaces,Btu./(hr.)(sq.ft.)
7- -
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,11"
The Average Flame Temperature
In order to determine the quantities (C ), (W ) and (K ) given
in the above equation it is of course necessary, first of all, to lknow
the actual average temperature
or the flames (t
g
) which is the prin-
cipal variable controlling the magnitude of (C ),(Wg) and (K).
Fig.No./
to
, the construction of which is explained on pp.
, gives the theoretical flame temperature resulting from complete
combustion of a hypothetical average fuel oil with various quantities
of excess
ir; it of course must be corrected for the radiant and con-
vection heat trnsfler from the flames to the wlls
and water-backed
surfaces within the combustion chamber. The actual flame temperature
is necessarily lower than the theoretical flame temperature by an amount,
such that the sum of the radiant and convection heat transfer from the
flames will be equal to the heat loss from the flames due to their cooling from the theoretical temperature to the temperature at the exit from
the combustion chamber. Or expressing it mathematically:
+
Qc
Qr = M
Cp(t~- t2 ) dp
Where:
Qc = Convection heat loss from flames to inner surfaces of combustion chamber, Btu./(hr.)
Q
= Radiation heat loss from flames to inner surfaces of combustion chamber, btu./(hr.)
- Weight of products of combustion generated in the combus=
tion chamber, lbs./(hr.)
C
= Secific
heat of products of combustion between tempera-
turee (ti) and (t2 ), Btu./(lb.)(°F.)
-73-
t
= Theoretical flame temperature immediately after combustion,
F.
t2 - Temperature of the products of combustion at the exit from
the combustion chamber,F.
This method o
course presupposes a linear variation of flame
temperature, which is true for all simple combustion chambers.
The Average Surface Temperature
The average surface temperature (t)
is the controlling vari-
able which determines the values of terms (Cs), (WI ) and (K).
For all combustion chambers of simple shape, constructed so
that all parts of the flames see ali solid surfaces simultaneously,
and in which there are no extensive water-backed surfaces which can
see the flames, -- the temperature of the inner surfaces of combustion
chamber may be taken as the arithmetical average o all surfaces in proportion to their area.
For.those combustion chambers, however, in which a considerable
amount of water-backed surface can see the flames, determination of
average surface temperature involves several heat balances external heat loss due to the boiler room
including
nd convection heat transfer
inside the chamber.
Radiant Heat Transfer From Hot Products Of Combustion To WaterBacked Surfaces Of Gas Passages
The subject matter presented below deals with the radiant heat
transfer from the products o
combustion after they have left the comn-
bustion chamber and are moving' in the gas passages, the walls of which
are in contact with water. As the temperature of the products of comnbustion falls, the radiant heat transfer diminishes in importance and
convection heat transfer
of the boiler cn
ssumes the chief role; however, in no part
radiant heat transfer from the products of combustion
bc neglected if consistency in final heat balances is desired.
In general the same principles apply to radiant heat transfer
from hot products of combustion to wter-backed
surfaces as were out-
lined above for radiant heat transfer from flames to inner surfaces of
a combustion chamber.
The bsic
=
equation still holds true, in which:
(As)(Ps)( g
)-(C
8 -
+
K
Where:
Q
- Total net radiant heat(trnsfer
from hot products of com-
bustion to solid surfaces, Bu./(hr.)
= Area of solid surface bthed
A
by the hot gases, sq.ft.
s given on p.
Ps - Emissivity of solid surface
C
- Radiant heat emission
.
rom the mass of carbon dioxide gas,
g
as obtained from Fig.No.33
at the average temperature of
the products of combustion, Btu./(hr.)(sq.fLt.)
C
s
=
adiant heat emission
rom the solid surfrace bsorbed by
carbon dioxide, as obtained from Fig.No.33
t the average
temperature of the surface, Btu./(hr.)(sq.ft.)
W
g
= Radiant heat emission from the mass of water vapor, as obtained from Fig.No.34
at the
verage temperature of the
products of combustion, Btu./(hr.)(sq.ft.)
W
S
= Radiant heat emission
rom solid surface absorbed by water
vapor, as obtained from Fig.No.
34
at the average tempera-
ture of the surface, Btu./(hr.)(sq.ft.)
= Correction factor allowing for reduction of radiant heat
K
g
emission due to mixed state of carbon dioxide and water
vapor, as obtained from Fig.No.3
ture of the
K
5
at the average tempera-
roducts of (combustion, Btu./(hr.)(sq.ft.)
=- Oorrectionfactor ,llowing
emission from
for reduction of radiant heat
he solid surface due to increased opaque-,
ness of the products of combustion caused by mixing of
carbon dioxide and water vapor,
i
s obtained from Fig.No.
355st the average temperature of the surface, Btu./(hr.)
(sq.ft.)
Use of Figs.Nos.33 , 4 and 3-
is self evident, with the ex-
ception perhaps of the evaluation of the term (L) which appears in all
of them. The term (L), known as "the effective thickness of the gas
layer", is the
verage integrated length of radiant beams from all
parts of the radiating mass of gas to the bounding surfaces that it
sees.
I
Values of the term (L) for use in Figs.I!os.3S , 34
and
are essentially as follows:
(1) When the products of combustion flow in long boiler tube,
(L) = 1.0 (Diameter)
(2)
hen the products of combustion move outside a bank of
tubes with centers on equilateral triangles,
nd the clearance equals
tube diameter, (L) = 2.8 (Clearance).
(5) When the clearance in (2) is equal to two diameters, then
I
I
(L) =
.8 (Clearance)
-74-
(4)
When the products of combustion move between parallel
plates of dimensions considerably larger than the distance between
them,(L)
1.8 (Distance between planes)
=
The Average Temperature Of The
Products of Combustion
The average temperature of the products of combustion on which
determination of terms (C ), (W ) and (K)
g
wg
(g
curately by the following expression:
t
t
gav.
=
+ t
+
(t, - t') - Ct
s
is based, is given quite ac-
- t)
B
-2~ 2.3
log(tg
-t)/(t
g~~~ -t")
s
Where:
tav
g ~v.
= Average temperature of the products of combustion in
the gas passages, OF.
/
tI
= Temperature of the surface bathed by the products of
s
combustion, at the inlet end of
he water-backed gas
passages,°F.
t"
s
= Temperature of the surface, at the outlet end of the
water-bscked gas passages,°F.
t '
g
= Inlet temperature of the products of combustion, (usually same as that of the gases leaving the combustion
chamber),°F.
t"
= Outlet temperature of the products of combustion, (u-
g
sually the same as that of gases leaving the boiler
and entering the flue), F.
-77-
The Average Temperature Of
.Solid Surfaces
The average temperature of the solid surfaces on which deter-
) and (K) is based, is determined,as fol-
mination of terms (),(W
·
lows:
(Lt + t)
t
av. =
22
Where:
ts av
=
Average temperatureof
the solid surface bathed by
the products of combustion,OF.
tI
a
= Surface temperature at the inlet to the water-backed
gas passages,°F.
to
=
Surface temperature at the outlet end of the water-
s
backed gas pass-ges,0 F.
THE NCIAL
TOTAL EISSIVITIES
OF IIMfNER
SURFACES OF VARIOUS
COM1BUSTION CHA.iBERWALLS A
WATER-BACKED SURFACES
Surface
Temp.°F.
Emissivity
(1) Brick, silica, unglazed, rough
1800
0.80
(2) Brick, silica, glazed, rough
2000
0.85
(3)
2000
0.75
500
0.95
Grog brick, glazed
(p)
(4) Cast iron, rough, strongly oxidized
100-
(5) Cast steel plate, rough
100 - 2000
0.82 - 0.89
(6) Iron or steel covered with soot
100 - 2000
0.96 - 0.94
(7) Cast iron, oxidized at 1100°F.
400oo-1100
o.64 - 0.78
(8) Steel oxidized at 1100°F.
400-
1100
0.79 - 0.79
(9) Wrought iron, dull, oxidized
100 -
700
0.94
stee.l,(8% Ni, 18% Cr)
4o0o -
loo
0.62 - 0.75
Copper plate, oxidized at 1100°F.
400-
11o00
0.57 - 0.57
(10) Alloy
(11)
Z
FARTIII
COTVECTION TRANSFER
OF
LIBERATED
HEAT ENERGY
-90-
CHAPTERVIII
nO,.~,jECMTC!HEAT ToANSo R
C'WECTC-
N HAT
TRAS
,,
E-, I.'OjM GASEOUS
~
PRODUCTS
0
,,,UTO
C0,MBUISTIOTN
ALONMGTHEIR PATH OF TRAVEL THROU¶H THE BOILER
COINVECTIONHEAT TRANSFER FROkMGASEOUS PRODUCTS OF COMBUSTION
ALONG THEIR PATH OF TRAVEL THROUGH THE BOILER
Introduction
The path of the gaseous products of combustion in a small oil
burning heating boiler can be divided into two parts in accordance with
importance of convection heat transfer along it; these two parts are
the combustion chamber and the heating surface compartment.
Convection heat transfer in the combustion chamber is comparatively small; this is due, of course, to the small amount of heat
transfer surface exposed to the flames, which is necessarily limited
in order to maintain a high combustion temperature.
Most of the convection heat transfer from the products of combustion therefore occurs during their passage through the heating surface compartment.where they are given the opportunity to come in contact with a considerable amount of "water-backed" wall surface.
In the discussion presented below,it is intended to outline
and develop the available methods for calculation of convection heat
transfer from the products of combustion to solid surfaces with which
they come in contact during their passage through the boiler.
Heat Transfer From The Products Of Combustion
To Solid Surfaces Within The Combustion Chamber
Heat transfer by convection from flames and products of combustion to the walls of a combustion chamber can be estimated only approximately, since it is impossible to determine with accuracy the
-82Z-
true average velocity of gases circulating within
he combustion
pace.
The only criterion available for quantitative comparison of flame turbulence within two different combustion chambers is weight velocity of
gas flow; which, though being an important cause, is not the total index o
turbulence.
Fortunately, the controlling resistance to heat flow from a
combustion chamber is that offered by the walls themselves and not by
the gaseous film separating them from the flames; therefore, an error
in estimated convection coefficient 's large as 25 per cent of the actual value will not introduce
n error greater than about 2-5 per cent
into the overall coefficient of heat transfer through the wall.
In general, estimation of convection heat transfer from the
flames to inner surfaces of a combustion chamber can be made with fair
degree of accuracy by means of the fundamental equation:
(h D/k) = 0.025 (D Gx)
0
'85 (c yk).4
Where:
h
Convection (or film) coefficient of heat transfer,
Btu./(hr.)(sq.ft.)(°F.)
D
Inside diameter of the combustion chamber, ft.(If the
chamber has cross section other than circular, the term (D)
becomes the "equivalent diameter" which is equal to four
times the hydraulic radius of the given cross section.)
k = Thermal conductivity of the products of combustion,
Btu./(-hr.)(sq.ft.)(°F./ft.)
G = Weight velocity of the products of combustion, lb./(hr.)(sq.
-83-
ft. of chamber cross section).
U = Absolute viscosity of products of combustion, lb./(hr.)(ft.)
= centipoises times 2.42)
Note:(
c
Specific heat of products of combustion at constant pres-
=
sure,
Btu./(lb.)(°F.)
Note: All physical properties of products of combustion given
above should be evaluated at the average temperature of the
gas film separating the surfaces from the main body of
gases.
Heat Transfer From The Products Of Combustion Moving With
Turbulent Flow Inside Straight Boiler Tubes And Similar
Passages
Turbulent flow of the products of combustion in straight passages is accompanied by heat transfer which obeys the general equation
of the form:
(h D/k) = 0.0225(D G/)
0 8
(c/k)
'
4
This equation correlates the data of numerous investigators
whose works are listed below.
It is applicable to all instances of gaseous flow where the
Reynolds number exceeds 2000, and where the concept of equivalent diameter is applicable.
The terms in this equation have the following meaning:
h = Film coefficient of heat transfer, Btu./(hr.)(sq.ft.)(0 F.)
D = Inside diameter of conduit, ft.
S
k = Thermal conductivity of the geous
Btu./(hr.)(sq.ft.)(°F./ft.)
mixture,
G
Weight velocity of gas flow,lb./(hr.)(sq.ft. of cross sec-
=
tion); also, G = (V)( t ), where (V) = linear velocity in
(ft./hr.), and (
) = gas density in (lb./cu.ft.)
Absolute viscosity of gaseous mixture,lb./(hr.(ft.); also
=
o
= viscosity in centipoises times 2.42.
c = Specific heat of gaseous mixture at constant pressure,
Btu./(lb.)(°F.)
Note: All physical properties of the gaseous mixture used in
the above equation should be evaluated at the mean or average temperature of the main body of gas flowing through
the conduit.
Graphical solution of this equation is given on Fig.No.36 ;
which, of course, is applicable to other instances of heat transfer accompanying turbulent flow of a gas inside hollow cylinders and other
similar conduits.
Heat Transfer From The Products Of Combustion Moving
ith
Turbulent Flow Inside Coiled Tubes Or Pipes
This case of heat transfer is met comparatively seldom in practice, and the main value of the calculation method given below is in
determining heat transfer from products of combustion flowing in bent
tubes or bent portions of straight tubes.
Heat transfer in coiled tubes was studied quite thoroughly by
Jeschke(See: Zeit. Ver. deut. Eng., Vol. 69, p.1526, 1925).Based on
his experimental data Jeschke recommends a correction factor by which
heat transfer in straight tubes should be multiplied to obtain heat
transfer for the same conditions of gas flow in tubes bent in a curve
zs~al
1oalu
1
.-
it
Z
6
z ;11
1),
0
tI
1.1
I
I
MOO
t3
\A
,.
., :1--: 11-- !- ; 1.
I
i . .
e
.. f .- , . . .
: I
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::
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. I I . - i.-. ; .
I .
I
: ; i
I; .i
I/,I
-~~~i~-,-r=--=~~L--.
-.. ---.
1111kolm
References To Data On Heat Transfer From A Gas
Moving With TurbuilentFlow Inside Hollow Cylinders
See following references: 'Experiments on the Rate of Heat
Transfer from a Hot Gas to a Cooler 'vIetalic
Surface", by Babcock and
Wilcox Co., 1916; "Der Warmeubergang in Rohrleitungen" by W. Nusselt,
Zeit.Ver. deut. Ing., Vol. 5,
190;
"Der Warmeubergang von stromender
Luft an Rohrwandungene, by H. Oroeber, Mitt. Forsch. Arb. Ingenieurwes,
Heft 150, 1912;"Versuche uber Oberflachenkondensatoren, inbesondere
Dampfturbinen", by Josse, Zeit.Ver. deut. Ing., Vol. 5,
the Rate of Heat Transmission between Fluids and
1909;
"
On
etal Surfaces" by
H.Jordan, Proc. Inst. Mech. Eng., Vol. 4, p. 1317, 1909; " Uber die
Warmeubertragung von Stromenden uberhitztem Wasserdampf an Rohrwandungen
und von Heizgasen an Wasserdampf", by R. Poensgen, Zeit. Ver. deut.
Ing.,Vol. 60, p. 27, 1916; and paper by Fessenden in Univ. Missouri
Bulletin, Vol. 17, No. 26, 1916.
of radius ,(R).
This fctor
is given by the.following expression:
F = 1
+
(1.77 D/R)
Where:
F = Multiplying correction factor, no dimensions.
D=
Inside diameter of the tube, ft.
R
Radius of the curve into which the tube is bent, ft.
Heat Transfer From The Products Of Combustion Moving With
Turbulent Flow Perpendicular To A Single Cylinder Or Tube
Products of combustion moving with turbulent flow perpendicular
to a single cylinder such as a boiler tube or a boiler roof, transmit
heat to the solid surface at a rate which is given by the following
equation developed by Reiher:
(h D/k)
56
0.35(D G/)
Where:
h = Film coefficient of heat transfer from the gas to solid
surface, Btu./(hr.)(sq.ft.)(0°F.)
D = Outside diameter of cylinder, ft.
k = Thermal conductivity of the gas film clinging to the
solid surface, Btu./(hr.)(sq.ft.)(°F./ft.)
y
= Absolute viscosity of the gas film, lb./(hr.)(ft.); also
= centipoises times 2.42.
G = Weight velocity of gas, lb~(hr.)(sq.ft. of cross section)
also G
-
()(
),where ()=
gas velocity ft./hr.
nd (:)
= gas density lb./cu.ft.
Note: The physical properties of a gas given in this equation
- 87-
should be evaluated at the mean temperature of the laminar
gas film separating the solid surface from the main body
of moving gas.
Fig.No.37
attached here gives
semi-graphical solution of
this equation; also, it gives the plot of the curve correlating the
data on which the equation is based. As can be seen from Fig.No.31,
there is a slight discrepancy between the equation plot and the data
plot. For usual computations when the physical properties of the gas
stream are not known with a great degree of accuracy, the equation and
its plot are fully satisfactory. When a greater degree of accuracy is
desired, however, the data plot on Fig.No.3
is recommended in pre-
1
ference to the equation.
The data on which this equation is based has been obtained by
the following investigators: Reiher,Mitt. Forschungsarb., Vol. 269, p
20, 1925; Paltz and Starr, Thesis in Chem. Eng.,
Hughes, Phil.Mag., Vol.
1,
.I.T., 1951; J. A.
118, 1916; and Kennelly and Wright, Trans.
Amer. Inst. Elect. Eng., Vol. 28, p 363, 1901.
Heat Transfer From The Products Of Combustion Moving With
Streamline Flow Perpendicular To A Single Cylinder
Products of combustion moving with streamline flow perpendicular to a single cylinder such as a boiler tube or a cast-iron compartment, transfer heat to the solid surface at a rate which can be estimated by means of a simple equation of the following general form:
(h
Where:
/k) = f(D C/)n
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h = Film coefficient of convection heat transfer,
Btu./(hr.)(sq.ft.)(°F.)
D = Outside diameter, ft.
k
=
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Btu./(hr.)(sqft.)(°F./ft.)
= Absolute viscosity of the given gas, lb./(hr.)(ft.)
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velocity , lb./(hr.)(sq.ft. of cross section
area)
f = Proportionality constant, no dimensions.
Based on data of Kennelly and Sanborn (See: Proc. Amer. Phil.
Soc., Vol. 55, p. 55, 1914), that of L.V.King (See: Trans. Roy. Soc.,
London, Vol. 214, p. 575, 1914), and that of J.A. Hughes (See: Phil.
Mlag.,Vol. 51, p. lla, 1916), the constants in the above general equation can be evaluated and it assumes the following forms:
(h D/k)
for (D GA)
3.45 + O.A5(D G)
range from 0.10 to 10 and
(h D/k) = 0.38 +
for (D G/u)
range from
.455(D G/)
56
10 to 1000.
Note: All physical properties of gas given in this equation
should be evaluated at the mean or average temperature of the gas film
separating the solid surface from the main body of gas.
The data on which the above equations are based is correlated
by the solid curves given on Fig.No.38
attached here. The equations
themselves are represented by straight dotted lines, which as can be
seen do not coincide with the data curves.
For usual computations, when the physical properties of the
gas stream are not known with a great degree of accuracy, the equations
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and their plots are fully satisfactory. When a greater degree of accuracy is desired, however, the data curves are recommended in preference
to the equations.
Heat Transfer From The Products Of Combustion Moving With
Turbulent Flow Perpendicular To A Bundle Of Cylinders Or
Tubes
The most outstanding set of data on heat transfer from the
outside surface of bundles of cylinders has been gathered by H. Reiher
and was presented in his paper" Warmeubergang von stromender Luft an
Rohre und Rohrenbundel im Kreuzstrom" (Heat Transfer to Pipes and
P4e Bundles from cross Flow Air Streams), Forsch. Arb. Ingenieurwes,
1925.
Based on this data he was able to formulate a general equation
for calculation of heat transfer from a bundle of cylinders to a stream
of gas moving with turbulent flow perpendicular to the bundle. This
equation can be written simply as follows:
h = a(k/D)(D V
e /)
n
Where:
h = Film coefficient o
heat transfer,Btu./(hr.)(sq.ft.)(°F.)
a = An experimental constant, depending upon the design of the
tube bundle, i.e. its depth and tube arrangement.
k = Thermal conductivity of the gaseous mixture,
Btu./(hr.)(sq.ft.
)(F./ft.)
D = Outside diameter of cylinders, ft.
V = Linear velocity of gases as at the narrowest free cross
section, ft./hr.
-90-
V
Al
= Density of the gaseous mixture, lb./cu.ft.
= Absolute viscosity of the gaseous mixture, lb./(hr.)(ft.)
n=
Exponent depending upon cylinder arrangement.
Note: All physical properties of a gas used in the above equation should be evaluated at the average temperature of the
film separating the surface from the main stream of gas.
For specific bundle designs the constants (a) and (n) in the
above given equation assume the following values:
For cylinders arranged evenly:
n =
.654
For cylinders staggered:
n = 0.69
Value of Constant (a)
Arrangement
Rows of Cylinders
in
Even
-Depth
Staggered
2
0.122
0.100
5
0.126
0.113
4
0.129
0.125
5
0.151
0.151
It is easily seen from this equation and the corresponding constants that the effect of velocity on heat transfer is greater for the
staggered cylinders than for those arranged in even rows. It is also
evident that the value of constant (a) increases more rapidly for the
staggered than for the even arrangement. This is due to the fact that
in an even arrangement the first row is the only one which receives a
-9/-
complete direct impingement of the stream, and therefore has the highest value of (h); the subsequent rows are progressively less effective
since they are scrubbed only by the minor eddy currents. The staggered
arrangement, of course, has the advantage that the gas stream upon
leaving
ny row, strikes the next following squarelywhich
augments
the eddy currents considerably.
Heat Transfer From The Products Of Combustion Moving With
Streamline Flow Perpendicular To A Bundle Of Cylinders
Or
ubes
This case of heat transfer may be estimated by means of the
same equation as given for streamline flow perpendicular to a single
cylinder on p. 9,
since streamline flow is not
ffected by tube ar-
rangement.
It is important to note, however, that the turbulent flow commences at lower values of Reynolds nmber
for streams flowing perpen-
dicular to the outside of cylinders than for streams flowing inside
tubes or pipes. Thus, turbulent.flow for streams flowing perpendicular
to pipe bundles begins at Remynoldsnumber of about 1000, whereas inside tubes it begins at Re= 2000.
PART IV
TRAII\SFER OF HEAT EERGY
TO
VATER
TRANS,ISSIOiNOF HEAT
FROI HOT SURFACES TO
WATER
Introduction
Heat flow from hot surfaces to water, as encountered in heating boilers, can be divided into two distinct classes according to the
mechanism of heat transfer, namely:
(a) Heat transfer to non-boiling water, and
(b) Heat transfer to boiling water.
Both mechanisms of heat transfer have much in common; yet they
differ sufficiently to necessitate separate treatment of each.
The treatment of heat transfer to non-boiling water differs
from that to boiling water in that the former is entered upon directly
with demonstration of applications, while the latter is discussed in
considerable detail. Heat transfer to boiling water necessarily includes extensive discussion of the bsic
phenomenon involved, since it differs
mechanics underlying the
ppreciably from that encountered
in all other phases of heat transfer in a heating boiler, or for that
matter in any biler.
-9_
CHAPTER IX
HEAT TRAISFER
TO NON-BOILINI
- 95S-
VATER
HEAT TRANSFER TO NOR-'BOILING
WATER
Introduction
Heat transmission from hot surfaces to non-boiling water, as
met with in a hot water heating boiler can be divided into three broad
types, according to the hydrodynamic nature of water circulation.
(A) The most prevalent mode or mechanism of heat transfer from
hot surfaces to non-boiling water in a heating boiler is that which is
due to natural circulation or free convection induced by difference in
density between connected columns of water; the difference in density,
of course, being caused by variation in thermal expansion between two
or more columns of water at different temperatures.
(B) The second common mode, is that which accompanies the
forced streamline water flow with Reynolds Number not exceeding 1100.
This mechanism is found in those hot water heating boilers in which a
positive circulation is induced by means of a small pump.
(C) The third mode is that which accompanies turbulent flow of
water with Reynolds Number over 1100. This mechanism of heat transfer
has been employed to date in only a few isolated instances, and that
in comparatively large hot water heating boilers.
The discussion presented below aims to cover the basic theories
underlying the three modes of heat transfer to non-boiling water, and
the quantitative relationship
mong the variables affecting them.
-9-
HEAT TRANSFER BY FREE COINVECTION FROM
HOT SURFACES TO NON-SOILING W¥ATER
Due to the fact that heat transfer by free convection depends considerably on the shape of the boiler passages in which water
is being heated, the subject matter presented here is divided into several parts, each treating free convection heat transfer from an elementary surface.
hen a complex passage is encountered, heat transfer
from its walls can be estimated by using a composite film coefficient
based upon the proportion of various elementary surfaces from which
the walls are formed.
Heat Transfer By Free Convection From
A Vertical Plane to Non-Boiling
ater
The treatment of the subject of free convection heat transfer
to non-boiling water is begun with heat absorption from a vertical
plane because such a surface is simple to construct, and also because
the analysis of heat transfer from it is applicable to other shapes as
well.
The first equation for calculation of heat transfer by free
convection from a vertical plane was developed by Lorenz (See: Paper by
L.Lorentz in Wied. Ann., Vol.13
p 582, 1881).
This equation is formed of three dimensionless groups and is
written as follows:
(hNT/k)0.548 (c/k)
-97-
(e2.Bgt/JX
25
Where:
h
=
Free convection film coefficient of heat transfer,
Btu/(hr. )(sq.ft.)(°F.)
N = Height of plane, ft.
k = Thermal conductivity of water film, Btu./(hr)(sq.ft.)(°F./ft.)
c = Specific heat of water, Btu./(lb.)(°F.)
= Absolute viscosity of water, lbs./(hr.)(ft.)
= Density of water, lbs./cu.ft.
B = Thermal coefficient of water expansion, as a fractional
change in original volume per
F. rise in temperature; units,
reciprocal of temperature.
g
Acceleration of gravity, 4.18 108 ft./(hr.)2
At = Temperature difference between the plane surface of the
solid and the ambient mass of water,
F.
Note: All physical properties of water given above should be
evaluated at the mean temperature of the water film separating the
surface of the solid from the ambient body of water.
Heat Transfer By Free Convection From
Horizontal Planes to Non-Boiling Water
Heat transfer
rom horizontal planes, whether the water is heat-
ed by the plane surface from above or below, can be estimated by means
of practically the same equation as proposed for calculation of heat
transfer from vertical planes. In fact an adjustment in the value of
the constant factor is all that is necessary.
In accordance with data of Griffiths and Davis (Spec. Rept. No.9,
Dept. Sc. and Ind. Research, H.M.Stationery Office, London,1951) and
that of King ("Free Convection",Mech.Eng., Vol. 54, p
47,1952), the
constant factor in the equation mentioned above becomes o.566 for
horizontal planes heating water below them, and 0.695 for horizontal
planes heating water above them.
Heat Transfer By Free Convection From Outside
Of Long Vertical Cylinders To Non-Boiling Water
The outside surface of a long vertical cylinder with a comparatively large diameter transfers heat by free convection in much
the same manner as a vertical plane. Therefore, it is quite natural
to expect that equations representing free convection heat transfer
from either should be similar.
The most authoritative equation for calculation of free convection heat transfer from long vertical cylinders is based on the
following data: Paper by C.W. Rice, Trans. Amer. Inst. Electr. Engineers, Vol. 42, p 655,1925; Paper by G.Ackerman, Forsh.-Gebiete
Ingenieurw,
Soc.
Vol.5, p 42, 1932; and, Paper by Heilman, Trans. Amer.
ech. Eng., FSP.51. p 257,1929.
The recommended form of this equation is as follows:
(h D/k) - o.57{(c /k) (D . t
*B.g
.t/Y)
0,25
Where:
h = Free convection coefficient of heat transfer,
Btu./(hr.)(sq.ft.)(°F.)
D
Outside diameter of cylinder, ft.
k = Thermal conductivity of water film,
Btu./(hr.)(sq.ft.)(F./ft.)
c = Specific heat of water, Btu./(lb.)(°F.)
y = Absolute viscosity of wter,
lbs./(hr.)(ft.)
= Density of water, lb./cu.ft.
B = Thermal coefficient of water expansion, as a fractional
change in original volume per
F. rise in temperature;
units, reciprocal of temperature.
g = Acceleration of gravity, 418
at
108 ft./(hr.) 2
Temperature difference between the outside surface of the
cylinder and ambient mass of water.
Note: All physical properties of water given above should be
evaluated at the mean temperature of the water film separating the
surface of the cylinder from the ambient body of water.
Heat Transfet By Free Convection Inside Of
Vertical Cylinders To Non-Boiling Water
Free convection heat transfer from inside surface of vertical
pipes to non-boiling water was investigated quite thoroughly by Colburn
and Hougen (See: Ind. Eng. Chem., Vol.22, p 522, 1950), and based on
their own data and that other
investigators they recommend the fol-
lowing equation for calculation of the free convection coefficient of
heat transfer:
(h
/k) = 0.128 t(ci/k)(Do.
h
B. t/a)ng
sit2 3
All terms in this equation have the same meaning as in the
-oo00-
equation for calculation of heat transfer from outside of vertical
cylinders to non-boiling water given on p
, with the following
exceptions:
For instances of heat transfer inside vertical cylinders,
D = Inside diameter of cylinder, ft.
at
= Temerature
difference between the inside surface of the
cylinder, and the main body of water inside the cylinder.
Heat Transfer By Free Convection From Outside
Of Horizontal Cylinders To Non-Boiling Water
Heat transfer by free convection from horizontal cylinders
has been investigated and studied considerably by many experimentors.
The most outstanding work on the subject is to be found in the following ppers:
by A.H.Davis in Phil.Ylag.,Vol.44, p 920, 1922; by G.
Ackerman in Forshung.-Gebiete Ingenieurw., Vol.
, p 42, 1952; by
1915-16; and by
Petavel in Trans. .Innchester Assoc. Eng., p 3355,
Wamsler in
itt. Forshungsarb., Vol. 98 and 99, 1911.
The data gathered by these investigators can be correlated
by means of the following general equation:
(h D/k) = A(c .j/k)
(D3 e2-B'g-.
t/,
2
More specifically, for single horizontal cylinders with outside
diameter less than 10 inches, the constant (A) in the above equation
becomes 0.525; while for cylinders with diameter over 10 inches, A=0.47.
The other terms in the equation have the following meaning:
-/0/-
h
Free convection coefficient of heat transfer,
Btu./(hr.)(sq.ft.)(°F.)
D = Outside diameter of cylinder, ft.
k = Thermal conductivity of water film,
Btu./(hr.)(sq.ft.
)(F./ft.)
c = Specific heat of water, Btu./(lb.)(°F.)
J = Absolute viscosity of water, lbs./(hr.)(ft.)
= Density of water, lb./cu.ft.
B = Thermal coefficient of water expansion, as a fractional
change in original volume per °F. rise in temperature;
units, reciprocal of temperature.
g
At
8
Acceleration of gravity, 4.18 10
ft./(hr.)2
Temperature difference between the outside surface of the
cylinder and ambient mass of water.
Note: All physical properties of water given above should be
evaluated at the mean temperature of the water film separating the
surface of the cylinder
rom main body of water surrounding it.
The principal limitations of the above equation is that it is
applicable directly for calculation of heat transfer only from single
horizontal cylinders or rows of parallel cylinders located in a horizontal plane. For calculation of heat transfer from a vertical bank of
horizontal cylinders it is applicable only when it is possible to obtain the true mean value of (At)
between the surface of all tubes and
the water that surrounds them.
-/02-
Heat Transfer By Free Convection From Inside Surface
Of Horizontal Cylinders To Non-Boiling Water
Heat transfer from inside surface of horizontal pipes to fluids
circulating within'them has been studied extensively by Dittus (See:
Univ. of California Pub. in Eng., Vol. 2, p
71, 1929), and by Colburn
and Hougen (See: Ind. Eng. Chem., Vol. 22, p 522, 1930).
On the basis of much experimental data Colburn and Hougen proposed an equation for calculation of free convection coefficient of
heat transfer from inside surface of horizontal cylinders-:towater
flowing within them at very low velocities.
The equation has the following form:
(h D/k)
$b64
(c u/A)(DI. tig
B At/u2)} 0.25
All terms in this equation have the same meaning as in equation
for calculation of heat transfer from outside of horizontal cylinders
to non-boiling water given on pDD
, with the following exceptions:
For instances of heat transfer inside horizontal cylinders,
D = Inside diameter of cylinder, ft.
t = Temperature difference between the inside surface of the
cylinder and the main body of water inside the cylinder.
Heat Transfer By Free Convection From Miscellaneous
Surfaces to Non-Boiling Water
The several instances of free convection heat transfer to nonboiling water described above, of course, cover only a few of the
-/03-
possible practical shapes that might be given to heating surfaces of
a small heating boiler. However, this will not affect the accuracy of
heat transfer estimates; since the resistance to heat flow presented
by the laminar film on the water side is only a fraction of that presented by the laminar film on the gas side. Therefore, an error, say
of 10%
n the estimated film coefficient on the water side will sel-
dom result in an error of over 2-3% in the estimated overall coefficient of heat transfer from the hot products of combustion to the circulating water.
It is recommended that the free convection coefficients of heat
transfer to non-boiling water from surfaces not given here should be
estimated by means of composite formulas based on the equations given
above for elementary surfaces.
To illustrate: heat transfer by free convection from inside
surfaces of a rectangular water-passage can be estimated by means of
the equation given on page 103if the term (D), internaldiameter,
is
replaced by its equivalent "hydraulic diameter" which is equal to four
times the hydraulic radius.
Mathematically:
Hydraulic Diameter
=
4R = 4(A/P)
Where:
R = Hydraulic radius, ft.
A = Area of conduit cross section, sq.ft.
P = Inside perimeter of the conduit, ft.
Other approximations readily suggest themselves when actual
problems are confronted.
-/04O-
I
HEAT TRANSFER ACCOMPANYING STREAMLINE FLOW OF
NON-BOILING WATER PAST HOT SURFACES
Introduction
Heat transfer from hot surfaces to non-boiling water, which
accompanies streamline flow of water, has not been investigated as
thoroughly as heat transfer by natural convection for two reasons:
first of these is that pure streamline flow is seldom encountered in
design of industrial equipment; and the second is the fact that in
many instances of streamline flow, heat transfer due to free convection
of water overshadows the heat transfer due to forced convection.
Due to lack of extensive data few generalizations are possible,
as most available methods for solution of problems involving heat
transfer accompanying streamline water flow are of semi-empirical
nature.
Heat Transfer Inside Horizontal Cylinders To
Non-Boiling Water Moving With Streamline Flow
Data on heat transfer from inside surfaces of horizontal
cylinders or pipes to non-boiling water moving within them with
streamline (laminar) flow has been gathered by several outstanding
investigators.
The most authoritative information on the subject is presented in the following works:"Heat Transfer to Liquids in Viscous
Flow", by C.G. Kirkbride and W.L.McCabe, Ind. Eng. Chem., Vol. 25,
1931; "Heat Transfer in Streamline Flow", by Drew, Hogan, and McAdams,
Ind. Eng. Chem., Vol.23,1951; "Studies in Heat Transmission.-Flow of
Fluids at Low Velocities", by Colburn and Hougen, Ind. Eng. Chem., Vol.
22,1950; and
Kiley and
Heat Transmission to Oil Flowing in Pipes," by Sherwood,
angsen, Ind.Eng. Chem., Vol. 24, 1952.
Fig.No.3 9
attached here gives the correlation of the data
gathered by the above mentioned investigators, and also shows graphically the relationship among the several variables which affect heat transfer from inside surface of hollow horizontal cylinders to non-boiling
water moving within them at low velocities.
It is easily seen from the curve plotted on Fig.No.S3
that
relationship among the variables affecting streamline flow heat transfer inside horizontal cylinders can be given algebraically in the form
of two equations: one of these representing the portion of curve A-E,
and the other representing the
ortion E-D.
The equation representing the portion of the curve A-E upon
analysis can be seen to have the following general form:
ham
(D/k) = (P)(W c/k N)
Where, (P) is a constant.
Upon substituting corresponding values of ha m(D/k) and
(W c/k N) from Fig.No.39
into this equation, the constant (P) is found
to be equal to 0.637; therefore the portion of the curve A-E can be
represented by the following equation:
ha m(D/k) = 0.637(W c/k N)
This equation, of course, should not be used when the value of
the term (W c/k N) is greater than 18, nor should it be applied when
-/06-
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the Reynolds Number exceeds 2100; in the first case it would give
values of (ha m) above the actual and in the second below the actual.
Similarly, the portion of the curve E-D can be represented by
the following equation:
ha m(D/k) = 6.2(W c/k N) °
2 0
This equation should not be used when the value of the term
(W c/k N) is less than 18, nor should it be used when the Reynolds
Number exceeds 2100; in the first instance it would give values above
the actual and in the second values below the actual.
The terms used in these two equations have the following meanings:
h
am
= Coefficient of heat transfer from inside surface of
cylinder to non-boiling water flowing inside, based on
arithmetic mean of terminal differences in temperature,
Btu/(hr.)(sq.ft.)(°F.)
D
=
Inside diameter of cylinder, ft.
k
- Thermal conductivity of water, Btu/(hr.)(sq.ft.)(°F./ft.)
W
=
c
= Specific heat of water, Btu/(lb.)(°F.)
N
= Heated length of cylinder or tube, ft.
Rate of water flow, inside the cylinder, lb./(hr.)(tube)
The mean overall temperature difference to be used in conjunction with the coefficient (h
) as determined frpm the above
equations is defined as follows:
(T-t)a m =
(T'-t') + (T"-t")}/2
Where:
-/0 7-
T = Average or mean temperature of the surface on inner
side of the cylinder wall,°F.
T'= Temperature of inside wall-surface at water inlet end,OF.
T"= Temperature of inside wall-surface at water outlet end,°F.
t
=
Average or mean temperature of water traveling along the
heated portion of the cylinder,°F.
t'- Temperature of water entering the cylinder,°F.
t"= Temperature of wter
leaving the heated portion of the
cylinder,°F., after mixing.
Note: All physical properties of water given above should be
evaluated at the everage or mean temperature (t).
Heat Transfer Inside Vertical Cylinders To
Non-Boiling Water Moving With Streamline Flow
Heat transfer inside vertical cylinders differs from that inside horizontal cylinders in that the vertical position of cylinders
permits considerable natural convection heat transfer which even overshadowsthat
caused by the forced water flow at low velocities.
Considerable data on such flow was gathered by Colburn and
Hougen (See: Ind.Eng.Chem., Vol.22, p 522, 1930). Based on their data
the following equations can be formulated for calculation of heat transfer inside vertical cylinders to non-boiling water moving with low
velocities:
(1) For upward flow,
h=
0.128(g.
(2) For downward
c .B.k. t/)
°
-333
c .B.k .4t/))
0
33
flow:
h = o.149(g. e
/0 9-
Where:
h = Individual convection coefficient of heat transfer,
Btu/(hr.)(sq.ft.)(°F.)
g = Acceleration of gravity, 4 18 108 ft./(hr.)2
= Density of water, lb./cu.ft.
c = Specific heat of water, Btu/(lb.)(°F.)
B = Thermal coefficient of water expansion, as a fractional
change in original volume per
F. rise in temperature;
units, reciprocal of temperature.
k = Thermal conductivity of water film,
$tu/(hr.)(sq.ft.)(°F./ft.)
At = Temperature difference between the solid surface and the
ambient mass of water,
J=
F.
Absolute viscosity, lbs./(hr.)(ft.)
Note: All physical properties of water given above should be
evaluated at the temperature of the water film separating the solid
surface from the main body of circulating water.
The upper limits of these two equations, of course, are met at
water velocities which result in heat transfer by forced convection
equal or higher than that induced by natural convection currents.
Heat Transfer From Outside Surface of Cylinders To
Non-Boiling Water Flowing Parallel to Their Axes
This case of heat transfer accompanying streamline flow of
water can be solved by means of the same equation as given for calculation of heat transfer to non-boiling water inside horizontal
cylinders on page /06, and to non-boiling water inside vertical cylinders
-/09-
r
on page lb.
All that has to be done to make the above mentioned equations
applicable in the present instance is to substitute for the term (D),
actual tube diameter, an equivalent diameter.
Considerable amount of experimental data and
nalytical study
have shown that the equivalent diameter is given with sufficient accuracy by what may be called the "hydraulic diameter" which is equal
to four times the hydraulic radius; the hydraulic radius, of course,
being equal to the cross section area of the wter
stream divided by
the wetted perimeter.
Heat Transfer From Outside Surface
f Cylinders To
TNon-BoilingWater Flowing At Right Angles To The Cylinders
The phenomenon of heat transfer which accompanies streamline
flow of water at right angles to heated cylinders can be differentiated
in accordance whether it takes place from single cylinders or bundles
of cylinders. As most of the reliable data on the subject matter has
been obtained from investigations of heat transfer from single cylinders,
it is presented first.
(A). Heat Transfer From Single Cylinders
Heat transfer from outside surface of single cylinders to nonboiling water flowing at right angles to the cylinders has been studied
by several investigators, and the most reliable data on the subject can
be found in the following papers: Nat.Phys. Lab. Papers, Vol. 19, p 245,
1926,England(by A.H.Davis); Franklin Institute Journal, Vol. 184, p 115,
1917,(by Worthington and Malone); Forshung.-Gebiete Ingenieurw., Vol.
p 94,
1932,(by Ulsamer).
-//0-
5,
Fig.No. 4D gives the correlation of the data gathered by
these investigators, and also shows graphically the relationship among
the several variables which affect heat transfer from single cylinders
to non-boiling water.
It is easily seen from the curve on Fig.No.
40
that the re-
lationship mong the variables involved in the problem at hand can
also be given in the form of an equation as follows:
(hDA)
<<
.)" 0.86(D-;)°44
The terms employed in this equation (or in Fig.No.4O ) have the
following meaning:
h = Individual coefficient of heat transfer from outside
surface of the cylinder, Btu/(hr.)(sq.ft.)(°F.)
D
Outside diameter of cylinder, ft.
k = Thermal conductivity of water, Btu/(hr.)(sq.ft.)(°F./ft.)
c = Specific heat of water, Btu/(lb.)(°F.)
-=
Absolute viscosity of water, lbs./(hr.)(ft.)
= Density of water, Ib./cu.ft.
V
=
Linear water velocity, ft./hr.
Note: All physical properties of water among these variables
should be evaluated at the temperature of the film separating the solid
surface from the main body of water flowing by the cylinder.
(B) Heat Transfer From Banks of Cylinders or Pipe Bundles
Heat transfer from outside surface of a bank of cylinders to
non-boiling water flowing past them at right angles is considerably
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1040
more difficult to estimate than heat transfer from single cylinders.
The principal
difficulty
is due to the fact that the influence
of cylinder arrangement upon turbulence of flow is not subject to accurate mathematical calculation. Another difficulty is due to lack of
authoritative published data which could be used to develop a general
equation.
The most satisfactory procedure developed so far is given by
McAdams (See: p 132,"Heat Transmission" by W.H.
cAdams, McGraw Hill
Book Co.). He recommends an equation based on unpublished dta
, which
has essentially the following form:
(h D/k)
(o.*/k) ° '
=
.5(D V
/o6
Where:
h = Individual or film coefficient of heat transfer from outside
surface of the bank of cylinders to water flowing past them
at right angles, Btu/(hr.)(sq.ft.)(°F.)
D = Outside diameter of cylinders, ft.
k = Thermal conductivity of water, Btu/(hr.)(sq.ft.)(°F./ft.)
c = Specific heat of water, Btu/(lb.)(°F.)
j = Absolute viscosity of water, lbs./(hr.)(ft.)
t =-Density of water. lb./cu.ft.
V = Apparent water velocity past the tubes, ft/hr. This
velocity is obtained by dividing the volume of water flowing by the net area between the cylinders or tubes.
Note: All physical properties of water used in the above equation
should be evaluated at the average temperature of the laminar water film
-/12-
separating the cylinder surface from the main body of water flowing
past it.
Fig.No.4] attached here gives a graphical solution of this
equation.
//3-
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.:
HEAT TRANSFER FROM HEATE~ SURFACES TO NION-BOILING WATER
CIRCULATING NITH TURBULZENTFLOW IN HEATING BOILER
PASSAGES
Heat Transfer to Non-Boiling Water oving
With Turbulent
Flow In Boiler Tubes
Heat transfer to non-boiling water moving with turbulent
flow in straight conduits has been studied by many outstanding investigators; in fact,
uthoritative references are too numerous to be
presented here, and are therefore given at the end of this section.
Briefly, heat transfer from inne-:wall surface of clean boiler
tubes to non-boiling water moving within them with turbulent flow, i.e.
at Reynolds number over 2000, can be estimated by means of the following equation:
(h D/k)
=
0
0.0225(D G/)
'8 (c
/k)
4
Where:
h = Film coefficient of heat transfer from inner wall surface
to the main body of moving water,Btu./(hr.)(sq.ft.)(°F.)
D
=
Inside tube diameter, ft.
k = Thermal conductivity o
water, Btu./(hr.)(sq.ft.)(°F./ft.)
G = Weight velocity of water flow, lb./(hr.)(sq.ft. of cross
section); also G = (V)(e),
ft/hr, and (
)
=
where (V) = linear velocity in
water density in(lb./cu.ft.)
= Absolute viscosity, lb./(hr.)(ft.); also
centipoises times 2.42.
c = Specific heat of water, Btu./(lb.)(°F.)
-1/ -
=
viscosity in
Note: All physical properties of water given above should be
evaluated at the arithmetic mean of the terminal temperatures of water.
Under special circumstances, when the temperature of
the water film clinging to the wall surface is considerably higher than the temperature of the main body of
flowing water, the physical properties of water should
be evaluated at the mean temperature of the film.This
can be done by means of the following relationship:
(t
- t)
(t
- t)
0.5
(tw - tb
(tw - tb )
)
Where:
t
w
t
f
= Temperature of wall surface,
= Temperature of the film,
tb
t.
1
°F.
F.
Temperature of the main body of water, °F.
=
Temperature of the interface between the
laminar film and the main body of turbulent
water,°F.
The equation given above for calculation of heat transfer accompanying turbulent flow of water has the following limitations;
(A) It is applicable
rimarily to horizontal tubes with length
exceeding 50 diameters. For horizontal tubes shorter than 50 diameters
it will give values a few per cent lower than the actual value; also,
for vertical tubes in which the
low proceeds at Reynolds Number less
than 5000, it will give values a few per cent lower than the actual.
Increase of heat transfer, over that indicated by the above
mentioned equation, when the flow takes place in short tubes is due to
-//--
additional turbulence created by
1
end effects'
; whereas, the increase
in heat transfer when the flow takes place in vertical tubes at low
water velocities is due to vigorous free convection currents which
arise near the vertical wall surface.
The Simplified Equat on
If in the equation,
'
0.0225(D G/j)0
(h D/k)
8
(c /k)
the physical properties of water, k,p,
4
and c, are expressed as
functions of temperature then it can be simplified into the following
form:
(h D) = (0.00486 + o.ooo486t)
(G D)0
8
Where:
t
=
The arithmetical mean of the water terminal temperatures,OF.
All other terms have the same meaning
s given for the origin-
al equation.
Fig.No.43
gives the graphical solution of this equation, and
also shows the lower limit below which it is not applicablej.since ti
calculated values will be considerably less than the actual.
References On Heat Transfer Data To Water Moving
With Turbulent Flow Inside Conduits
(a) S.M. Thesis in Chem.Eng., M.I.T., 1924, by Baldwin and
Sherwood.
(b) Paper in Ind. Eng. Chem., Vol. 23, p.30 1, 1931, by Lawrence
and Sherwood.
-116-
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t
a
(c) Paper in Ind. Eng. Chem., Vol. 20, p. 234, 1928, by
Morris
(d)
Der
nd Whitman.
armenbergang and stromendes Wasser in Vertikalen
Rohren"',by Stender, Julius Springer, Berlin, 1924.
Heat Transfer To
on-Boiling Water Moving With Turbulent Flow
Inside Passages Other Than Round Boiler Tubes
Whenever water passages in a water 1eating boiler hve
other
than round cross section, the methods for estimating heat transfer
given on pages //Y and /
still hold if the term (D), actual diameter,
is substituted by an equivalent diameter.
The equivalent diameter for a conduit of any cross section,
also known as"hydraulic diameter" is equal to four times the hydraulic
radius which is defined as the quotient of (A/P); where A= cross
section
walls,
rea of conduit, sq.ft.
nd P =
erimeter of the bounding
ft.
Thus an equivalent diameter of a rectangular conduit can be
obtained simply as follows:
(1) Sides
X ft.
of rectangle,
end Y
t.
(2) Area =(X Y) s.ft.
(5) Perimeter = 2(X
(4) Hydraulic rdius
+
Y) ft.
xy
=( +Y
(5) Hydraulic diameter =
4 X Y
2(X+Y)
=
2X Y
X+Y
Hydrnulic diameters for other cross sections are obtained in
a similar manner.
- P 7-
Heat Transfer To Non-Boiling Water Moving With Turbulent Flow
Perpendicular to Bundles of Boiler Tubes
This case of heat transfer to non-boiling water has not been
much investigated to date, and there is practically no published
authoritative data which could be used as a basis for a general
equation applicable under widely varying conditions.
For the purpose of this paper, however, the equation developed
by Prof. McAdams (See: "Heat Transmission", by W.H. McAdams, McGraw
Hill Publ.Co., p 232) is sufficiently accurate and will result in
estimates that will seldom be in error more than20%o. A modified form
of this equation is given below:
(h D/k)
=
.4(D G/a)
(c
k
Where:
h = Film coefficient of heat transfer
rom the outside surface
of tubes to the main body of moving water, Btu./(hr.)(sq.ft.)(°F.)
D = Outside diameter of tube, ft.
k = Thermal conductivity of wter,
Btu./(hr.)(sq.ft.)(°F./ft.)
G = Apparent weight velocity of flowing water, lb./(hr.)(sq.ft.
of net cross section between the tubes)
= Absolute viscosity of wter,
lb./(hr.)(ft.)-; also, u =
centipoises times 2.42
c = Specific heat of water, Btu./(lb.)(°F.)
Note: Physical properties of water in the above given equation
should be evaluated at the average of the terminal temperatures.
-/18-
Heat Transfer To Non-Boiling
ater Moving With Velocity Near
Critical in Vertical Boiler Passages
When the flow of water in vertical heating boiler passages
takes place with Reynolds number below 3000, heat transfer which accompanies forced water turbulence is augmented by heat transfer induced by natural convection. Under certain physical conditions the
heat transfer induced by natural convection overshadows that which
results from turbulent water flow; in such cases heat tr.nsfer should
be calculated by means of the free-convection equation given on page
of this thesis, under
Heat Transfer By Free Convection Inside
Of Vertical Cylinders to Non Boiling Water".
-;I?-
CHPTER X
HEAT TRANSFER TO BOILING
-/20-
XVATER
HEAT TRANSFER TO BOILING WATER
Introduction
As far as the problem of heat transfer is concerned, boiling
of water (or any liquid for that matter) is the formation of bubbles
of vapor within the body of water
nd their escape to the space above
the bounding surface between the liquid and the gaseous phases.
The phenomenon of boiling as observed under ordinary laboratory conditions or in commercial practice, is usually that of water
containing various dissolved impurities: as salts, such as
aOls,
MgCl2, NaCl, etc.; and gases, such as Oxygen,Nitrogen, and others.
When a highly purified distilled water is heated up,however,
!
there is no boiling in the ordinary sense of the word; there is present only a very high rate of evaporation when the temperature of the
body of water is raised to the proper point, which depends on the
pressure and distance between the free water surface and the solid
surface from which the heat is being transferred.
Most conclusive experiments of such evaporation at a rate equal
to that of ordinary boiling and yet without any ebullition were made
by Heidrich (See:'Verdunstung von uberhitztem Waseru
V.D.I.,No.37,
1952).
By carefully heating distilled water Heidrich obtained an
evaporation rate as high as 6.15 lb./(hr.)(sq.ft. of free surface)
with hardly a sign of any bubble formation below the free surface. It
may be noted, at this time, that the temperature of the water during
Heidrich's experiments was as much as 16°F. higher than that of the
steam above it.
- I2a-
As far as the purpose of this pper
is concerned, the dis-
cussion will be confined to heating, evaporation,
nd boiling of water
of usual purity such as supplied in a city for everyday uses.
In particular, the writer aims to investigate in this chapter
the effects of various factors on the individual or film coefficient
of heat transfer from a hot solid surface to a body of boiling water
in contact with that surface, and to summarize the available scientific data so that it may be applied to design of steam and water heating boilers.
FACTORS AFFECTING TE
BOILING OF WATER .JD THE INDIVIDUAL
COEFFICIENT OF HEAT TRANSFER FROM A METAL SURFACE TO
A BODY OF BOILING WATER
Observation and study by several experimenters have established definitely that the rate of evaporation during boiling, and hence
the rate of heat transmission from the solid surface in contact with
the water, are dependent
pon the following factors:
(1) Surface tension.
(2) Convection currents.
(3) Temperature level of the boiling water.
/
(4) Condition of the heating §Srface.
(5) Height of free water surface or the hydrostatic head above
the solid surface from which the heat is being absorbed.
(6) Shape and arrangement of the heating surfaces.
(7) Viscosity
and conductivity of water.
-_ia-
MECHANISM OF BOILING
As wasmentioned
above, for all ordinary purposes boiling con-
sists of formation of bubbles of steam within the body of water and
their rapid escape causing the familiar picture of turbulence or ebullition.
The latest investigations show that the bubbles of vapor do
not form at all points of the boiling water, but that they originate
at favored points on the hot solid surface from which heat is being
transferred, and about the gaseous nuclei within the body of water.
The initial formation of bubbles represents the principal resistance to evaporation of water during boiling, and as will be shown
below, surface tension of water is the force behind that resistance.
Effects of Surface Tension Upon Heat Transfer to Boiling Water
Due to surface tension (B) in the outer walls of a small bubble,
the vapor pressure (P ) within the bubble is less than the sa-
turation vapor pressure of the liquid (Pliq)
at given temperature
(t), and the relation is expressed by the equation in
.G.S. system of
units as follows:
/
(
P- Pl
kg/
Pliq.
p0
kq. qm
k
w"k/cu.m.
_2B 81dynes/cm.
x Rmm.
kg/cu.m.
Where:
P
0
= Vapor pressure within the bubble of water vapor.
Pliq = Saturation vapor pressure of water corresponding to
temperature (tliq. )°O.
-/23-
B
= Surface tension of water at temperature of (tliq)°C.
R
= Radius of the bubble.
w = Density of vapor.
w' = Density of water.
When F.P.S. system units are used the equation assumes the
following form:
P lb/sqein. - P
lb/sq.in.
B dynes/cm. )(
lbu.ft.
o
Pliq.
-87,500 Rin )(w' lb/cu.ft. - w
lb/cu.ft.
where symbols have the same meaning as in the C.G.S. form given above.
Thus, it is easily seen from the above given equation that in
order to form a bubble of water vapor with internal pressure P,
the
liquid surrounding a bubble nucleus must be superheated to a temperature (tliq.) corresponding to vapor pressure of water (Pliq.);(tliq.)
is of course greater than (to), depending upon the relation between
(PO) and (Pliq.)
The above given equation also points to the fact that boiling,
as we use the term every day, is impossible for a single homogeneous
liquid, as a very high superheat would be required for the initial formation of infinitely small bubbles. A pure, homogeneous, singlP liquid
when heated to the proper point, depending upon the pressure, would
begin to evaporate at the free surface at a rate substantially equal
to that of ordinary ebullition.
Under ordinary conditions of boiling, however, there is an
ample opportunity for bubble formation in the body of water as well as
on the solid surface from which the heat is being transferred.
In the body of water itself the principal nuclei for bubble
formation are small bubbles of dissolved air. They are very small of
course but of finite radius,
nd therefore it requires only a definite
superheat to fulfill the requirement of the equation,
-'
0liq.-9.81
Pliq
(B
R
w )( w
)
this being in C.G.S. system units.
On the solid surface, from which the heat is being transferred,
the small depressions are the principal nuclei for bubble formation.
The superheat to which the water must be raised to initiate
the formation of a bubble around the nucleus is primarily a function
of the radius of the nucleus. However, as water approaches its critical
state the increase in vapor density has an ever increasing effect upon
the superheat required to produce boiling.
In all cases with which this paper is concerned, the equation
discussed above, of course, includes the density factor practically as
a constant, since the temperature
to 2500 F. and 14 to
nd pressure vary only between 190
0 ln./sq.in.Abs. respectively.
After formation of a vapor bubble of finite radius R,the difference between (tliq.) the temperature of water on its inner surface,
and (to) the temperature of the vapor within the bubble, gradually diminishes as the bubble grows in size; but (tliq)
always remains great-
er than (to), which enables the bubble to grow at the expense of evaporation of water from the boundary of the bubble into its
nterior.
Eventually the vapor bubbles reach sufficient size, and due to
their buoyancy, rise to the free water surface.
Besides being a resistance to bubble formation in the body of
water, surface tension also
plays
an important role in heat transfer
and bubble formation at the solid surface from which heat is being
transferred.
If, for example, the solid surface is oily and the water does
not wet it, the bubbles grow at the surface to large proportions and
form spots of high resistance to heat flow.(Jakob,V.D.I,NIo.48,1932,observed as a usual occurrence, bell-shaped bubbles with
base 0.25
in. diameter).
On a rough, clean surface, that is wetted by water, the bubbles assume an elongated form with a small base at the solid surface
from which heat is being transferred. Due to their small base the bubbles are torn off easily from the surface by convection currents; thus
a greater portion of the surface is in contact with the water at any
one time, which results in better heat transfer than that which exists
when the surface is not wetted.
Another effect of surface tension upon heat transfer during
boiling is that it creates around the bubble of water vapor a stationary film which moves together with the bubble during its rise to the
surface. Heat transfer through this film is due mostly to conduction,
which explains the slowness of bubble growth in the body of water when
the temperature difference between (tliq. ),the temperature of water,
and (to), the temperature of vapor, is small.(Jakob,V.D.I.,No.48,1952,
estimated by means of rapid photographic study of the growth of vapor
bubbles, the average coefficient of heat transfer through the film surrounding the water vapor bubble to be about 2500 B.t.u./hr.)(sq.ft.)°F).
Fig.No.43
shows the shape and nature of bubble formation-at
three surfaces: surface (1) easily wetted, surface (2) partially wetted, and surface (3j5)
oily and not wetted at all.
7-"/es
-HCI/e
-
4-o,--*a Z,/b Pt
-
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6'efrface
"
of
//g
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,00/Y -Mo.4
,
9
3
Effect of Convection Currents on the Individual or
Film Coefficient of Heat Transfer from a Solid
Surface to Boiling water
The present state of knowledge about effects of convection currents upon the film coefficient of heat transfer from a solid surface
to water warrants a positive statement of at least three qualitative
effects:
(1) Increased velocity of water over the solid surface supplying the heat decreases the film resistance in two ways: first, by
sweeping away the vapor bubbles from the surface, and second, by decreasing the thickness of the laminar water film at the surface.
(2) Natural convection currents increase with increase of
temperature difference between the solid heat transferring surface and
the body of water, which explains the increase of film coefficient (h)
with increase of temperature difference.
(3) When a vigorous mechanical circulation or forced convection is present the film coefficient (h) is not affected by the increase
of temperature difference. This condition exists, of course, only
when the mechanical circulation is sufficiently strong to overshadow
the effects of the maximum natural convection that can be obtained
with the particular type of apparatus in question and with the highest
practicable temperature difference (t)
between the solid surface and
the body of water.
THe most conclusive experiments showing the eff4 cts of forced
circulation on the film coefficient during boiling were made by
L.Austin.(See:"Uebe den Warmedurchgang durch Heizflachen' V.D.I.,Heft
7,Berlin,1903).Austin's data on heat transfer from a vertical iron
- /27-
-c
f.."
plate to water is represented on Fig.No.4.4by
three curves.
Curve I shows definitely that film coefficient (h) is increased with increase of temperature difference between the surface of the
plate and the body of boiling water. This is due, of course, to increase in natural circulation.
Curves II and III show that rise in temperature difference
and therefore the natural convection had practically no effect upon
the film coefficient of heat transfer either when the water was boiling or when it was being heated at 1220°F.
The effect of natural convection currents on the film coefficient of heat transfer was studied qite
carefully by K.Cleve.(Bee:
"Modellversuche uber den Wasserumlauf in Steilund Schagrohrkesseln"
V.D.I.Heft
22,Berlin, 1929). Cleve boiled water in electrically
heated vertical tubes, and his data shows a definite relationship between the film coefficient (h), temperature difference from pipe surface to water, rate of heat input, and water velocity entering the
pipe.Fig.No. 4
5
,Curve(h), shows a rapid initial rise in value of the
film coefficient which continues until the temperature difference
rises to about 95°F.;
after that the rate of increase in value of
film coefficient (h) drops off rapidly. The rapid initial rise of (h)
is due to quick removal of the vapor bubbles from the walls of the
tube by convection currents. All through the rise of temperature difference (t)
the volume of vapor bubbles increases with increase in
velocity of convection currents. At about (t)-
9.5°F. a point is
reached at which the volume and number of bubbles increase more rapidly than the velocity of comvection currents which sweeps them a-
-/2
-
way; hence, the surface becomes covered with vapor bubbles a greater
rll
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percentage of time and the rate of increase of heat transfer to the
water diminishes.
Curve (q), plot of total heat transfer through the tube, of
course shows the same relationship to the temperature difference(At)
as the film coefficient (h).
Curve (v) shows the variation in velocity of water entering
the tube with rise of temperature difference (t).
is seen at once that up to about (t)
-
From its shape it
9.0°F., the buoyant force of
the steam bubbles was increasing at a greater rate than the resistance
to fluid flow; however, after (t)
reached 9.5°F., the volume of
steam and water mixture increased to such an extent that the corresponding increase in pressure drop through the tube caused a lowering
in inflowing water velocity.
The increase in total heat input even when the quantity of
water entering the tube fell off, is explained by the fact that the
steam leaving the tube at the lower rates of heat transfer contained
more entrained moisture than that leaving the tube at higher rates of
heat transfer.
Effect of Temperature Level on the Film Coefficient
of Heat Transfer From a Solid Surface to
Boiling Water
It is an accepted fact that the individual or film coefficient
of heat transfer from a solid surface to boiling water increases in
value with the rise of temperature level at which the boiling takes
place.
In general, the effect of rise of temperature level on heat
/
-/2 9-
transfer has been observed and studied considerably in many fields in
which data were required for design of some special apparatus.Most of
the collected data, however, deals with the overall coefficients of
heat
ransfer, and is not suitable at all for determination of the
film coefficient.
As far as qualitative effect of rise of temperature level on
the film coefficient is concerned, such outstanding investigators as
Badger, Van Marle, and Claassen and others have definitely arrived at
the conclusion that the film coefficient increases with the rise of
temperature level of boiling.
The most suitable set of data that can be used within the
range required for small heating boilers, was obtained by Linden and
Montillon,(See: Trans.Amer.Inst.Chem.Eng.,1930,Vol.24,p 120). Their
data is the result of study of heat transfer to boiling water through
the walls of a single inclined pipe heated by steam on the outside. The
pipe was 4 ft. long and 1 in. in diameter.
Curves 1,2 and 3 on Fig. No.46
summarize Linden and
ontillon's
data on film coefficients and show at a glance the increase in film coefficient with the rise of temperature level of boiling.
The values or rlm
coerricient on F3g.Ro. '-t can
e also re-
presented by means of an equation:
h =C(nt)25
Where:
h
B.t.u./(hr.)(sq.ft.)(°F.).
C = Constant depending on temperature level.
4t = Temperature difference between surface and body of water.
Fig.No.47
shows constant (C) plotted against the corresponding
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temperatures of boiling. The points through which the smooth curve is
drawn were obtained from equations of Linden and Montillon.
Fig.No.4 8 represents Linden and Montillon's data as a plot of
Temperature of Boiling vs. Per Cent of Nominal Film Coefficient. The
nominal coefficient is the value of water film coefficient at 210°F.
Another set of data that is applicable to estimation of effect
of temperature level of boiling on the film coefficient is given by
Cryder and Gilliland,(See: Refr.Eng.,No.2,1933).Fig.No.
49
shows their
data as a plot of Temperature of Boiling vs.Per Cent of Nominal Film
Coefficient, where the nominal coefficient is the value of water film
coefficient at 212°F.
Although Figures Nos.46,4I,49,
show the effect of tempera-
ture level on film coefficient only for various tubes, the correction
due to effect of temperature level on heat transfer can be applied approximately to film coefficients obtained with other surfaces, since
the water film coefficient is not the controlling factor in heat transfer from gases to boiling water.
Effect of Condition of Surface Upon Rate of Heat
Transfer to Boiling Water in Contact With
That Surface
.orksof all recent investigators of heat transmission to boiling water bring out the following conclusions:
(1) A rough,clean, metallic surface gives a higher film coefficient of heat transfer to boiling water than a smooth metallic surface; and the rate of heat transfer is in general approximately pro-
-
portional to the roughness of the surface.
-/3
his phenomenon is explained
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by the fact that a rough surface presents more nuclei for initial formation of water vapor bubbles.
However, it must be remembered that in any boiler the surface
in contact with the water becomes coated with a scale after a shorter
or a longer period of time,depending on the purity and quantity of
make-up water, and the initial roughnesses are soon obliterated and
their effect on the rate of heat transfer lost.
Therefore, when selecting the film coefficient for design purposes, the surface should be assumed to be smooth and the lowest value
of the coefficient (h) must be used.
(2) Any deposit on the metallic surface that tends to reduce
the wetability or adhesion between the water and the surface reduces
the film or individual coefficient of heat transfer from that surface
to boiling water. Under normal conditions this difficulty is not likely to occur.
As far as calculation of heat transmission is concerned, it is
not necessary to take into account the reduction of water film coefficient due to poor wetability of the surface, as the resistance offered by the water film during boiling is equal at the most only to
2 to 5 per cent of the total resistance to heat flow from hot gases to
water.
(3)
Presence of scale on the water side of the surface causes
a considerable reduction in rate of heat transfer from the surface to
the body of boiling water.
The resistance to heat flow caused by formation of scale is
twofold: the first thin layer of scale covers the metallic surface in
contact with the boiling water and reduces the film coefficient of
- /32-
heat transfer by obliterating the nuclei of bubble formation; subsequently the resistance to heat flow increases with increase in thickness of scale and is primarily a function of conductivity of the scale
and its thickness.
/
The first effect, as was mentioned above, is taken care of in
design by selection of a film coefficient for a smooth surface. The
second effect can be calculated without much difficulty once the conductivity of the particular type of scale is known.
In general, one must bear in mind the fact that a layer of
scale in a small steam or water heating boiler presents a resistance
to heat flow seldom greater than 5% of the total resistance to heat
flow from hot gases to boiling water.
With steam heating boilers in which the condensate normally
returns to the boiler, and with water heating boilers the problem of
scale formation is negligible. As long as there is not any appreciable
steam loss and but little make-up water is required, a heating boiler
can operate for several years before the scale will become sufficiently thick to affect appreciably the rate of heat transfer.
Below are given some average values for conductivity of boiler scale:
Eberle and Holzhauer,(See: Arch.Warmewirt.,1928,Vol.9,p 171
4
and 1929,Vol.lO,p 3355
)give for conductivity of boiler scale the range
between 1.5 to 1.8 B.t.u./(hr.)(sq.ft.)(OF./ft.).
Partridge recommends for average value of boiler scale about
1.3 B.t.u./(hr.)(sq.ft.)(°F./ft.).(See Formation and Properties of
Boiler Scale,Univ.of Michigan Engineering Research Bulletin No.15,1950).
-/3 3-
Temperature Gradient Through Water Film
at Surfaces of Different Roughness
In connection with the studies of the effect of roughness of
surface on heat transfer to boiling water, Jakob and Fritz also made
some interesting studies of temperature gradients from the heat transferring surfaces through boiling water and to the vapor above it.
Fig.No.SO
shows definitely that the greatest temperature
drop occurs in the water film near the heat transferring surface ,and
that the temperature drop through the main body of boiling water is
very small at high rates of heat transfer.
In general, this figure also shows that regardless of the condition of the heating surface, the main body of boiling water can be
assumed to be practically at the same temperature throughout.
(Total temperature difference (t)
for any curve on Fig. No.
50 represents the temperature drop from the heat transferring surface
to the vapor above the boiling water).
Effect of Height of Free Surface or Hydrostatic Head
on Heat Transfer to Boiling Water
The hydrostatic head, or the level of free water surface above
the solid surface from which the heat is being transferred, has no
appreciable effect upon the film coefficient of heat transfer,except
in a few instances.
The water layer at the bottom of the boiler is subject to steam
pressure plus the hydrostatic pressure, and therefore in order to boil,
it must be superheated to a greater degree than the water layer near
'
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Above
the free surface. This difference in temperature between the upper and
the lower layers of water in a boiler has a twofold effect upon the
film coefficient of heat transfer.
First of all, the rate of heat transfer at the lower levels
drops due to decrease in overall temperature difference between the
gases and the boiling water. But this is only a partial effect: since
with increase in temperature, the volume of the lower layers increases
while the density decreases, and thus the velocity of convection currents is increased, and the increase in convection currents is of
course accompanied by increase in water film coefficient of heat transfer.
The total initial effect of rise in water level above the
heat transferring surface is that the water film coefficient increases
with the rise in water level; however this increase in rate of heat
transfer does not continue indefinitely, but passes through a maximum
at some water height which depends upon the physical design and construction of the particular boiler.
Quantitative studies of the effect of hydrostatic head and
water level on the rate of heat transfer were made by several investigators; however,their data is not directly applicable to estimation
of film coefficient of heat transfer in boiler design.(See: articles
by W.L.Badger,Trans.A.I.Ch.Eng.,1920,Vol.13,Part II, p 139, and
Badger and Shepard,Trans.A.I.Ch.Eng.,1920,Vol.13,Part I, p 101).
The best thing that one can do when setting out to design a
boiler is to lay out the heat transferring surfaces so as to insure
the maximum possible natural convection in water passages. Once good
circulation of water is secured, the negative effect of hydrostatic
-
35-
head on the film coefficient of heat transfer will be at its minimum;
and considering the practical limitations in form and shape of small
heating boilers, this is all that can be done at present to eliminate
the lowering of the film coefficient due to hydrostatic head.
The accuracy of boiler design will not suffer greatly due to
lack of definite experimental quantitative data concerning the effect
of water level and hydrostatic head on the water film coefficient of
heat transfer; for it should be remembered that-the resistance presented to heat flow by the water film is only about 2 to 5% of the
total resistance to heat flow from hot gases to the body of boiling
water.
The analysis of the effect of hydrostatic head or water level
on the water film coefficient of heat transfer is extended further in
the chapter.on-"Rational Basis for Design of Water Circulation in Heating Boilers.
Effect of Shape and Arrangement of Heating Surface on
the Film Coefficient of Heat Transfer to Boiling Water
The relationship between the shape of the heat transferring
surface and the film coefficient of heat transfer is best shown on
Figures Nos.J/,46J2,5S,
which are based on the data of several
investigators well known in the field of heat transmission.
Fig.No. 51shows the relation between temperature difference
(4t)
and the film-coefficient (h) for the following surfaces trans-
ferring heat to boiling water:
Curve (1) Horizontal Pipe (Water Outside).
-/36-
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Curve (2) Vertical Plate.
Curve (3) Horizontal Plate (Water Above).
Curve (4) Horizontal Plate (Water Above).
Fig.No.
4 6 gives the relationship between temperature diffe-
rence and the film coefficient of heat transfer for the following surfaces: Curves (),(2),(5),(4),
and (5) Inclined Tubes (Water Inside),
and Curve (A) Vertical Tube (Water Inside).
Fig.No. 52 shows the relationship between the film coefficient of heat transfer (h) and the rate of heat flow,B.t.u./(hr.)(sq.ft.),
for the following surfaces:
Curve (1) Horizontal Pipe (Water Outside).
Curve (2) Vertical Plate.
Curve ()
Horizontal Plate (Water Above).
Curve (4) Horizontal Plate (Water Above).
Fig.No.
53 shows the relationship between the film coefficient
of heat transfer (h) and the rate of heat flow for the following surfrces: Curves (1) to (5)Inclined Tubes (Water Inside), Curve(A) Vertical Tube (Water Inside), and Curve (II) Vertical Plate.
Effect of Viscosity and Conductivity on the Film
Coefficient of Heat Transfer From a Heated
Solid Surface to Boiling Water
The best attempt to evaluate the effect of viscosity and conductivity was made by Cryder and Gilliland, who formulated a general
equation for calculation of the film coefficient of heat transfer from
a solid surface to boiling liquids, which is given below in its simplest
-/3 7-
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.24F.30
40
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form:
0.38(CZ/K)a t8D2K/Z)b(Z2/SDy)c
hD/K
Where:
h
=
Film coefficient of heat transfer,B.t.u./(hr.)(sq.ft.)(°F.)
K = Thermal conductivity of the liquid,B.t.u./(hr.)(ft.)(*F.)
0
Specific heat,B.t.u./(lb.)(°F.)
S = Specific gravity
At = Temperature difference
y
Surface tension, poundals/ft.
D
Outside diamter of tube, inches
Z
Viscosity, centipoises
a,b, and c are exponents which have the following values for
liquid boiling outside the tubes:
a = 0.425;
b = 2.239;
c
1.65
This equation represents one of the nearest approaches to determination of influence of viscosity and conductivity on the film coefficient of heat transfer to boiling liquids. It has, however, only
a narrow range of application, since most of the data upon which it
is based was determined in a small evaporator heated by a single horizontal brass pipe 4 inches long and with outside diameter of 1.15 in.
What is more, it does not take into account several important factors
which have been shown to have a definite effect on rate of heat transfer to bllng
wter:
these are, the latent heat of vaporization, den-
sity of the water vapor, surface tension between the liquid and the
metal surface, shape of the heating surfaces, and last but not least,
the nature and velocity of liquid circulation.
The lack of definite quantitative relationship between the
rate of heat transfer and viscosity-conductivity properties,however,
is not a deterrent in so far as the work of this paper is concerned;
since the data on water film coefficient of heat transfer as presented here are based on extensive experimentation
nd include at least in
emperical manner the factors that are not present in the theoretical
equation given above.
Thus, estimation of the water film coefficient can be done
with considerable accuracy even though the exact theoretical calculation of it is not possible at present.
Basis for Calculation of the Film Coefficient of Heat
Transfer From a Solid Surface to Boiling Water
It is recommended that for design purposes the selection of
film coefficient of heat transfer from solid surfaces to boiling water
should be based on data from curves given in Figures Nos.4
XA,
, 46,
4,
3.
2,
The film coefficients estimated from these graphs will probably be in error from 10 to 20%; however, since the resistance to heat
flow caused by the water film is equal only to about 2 to 5% of the
total resistance to heat flow from the hot gases to boiling water; the
error introduced into the overall coefficient of heat transfer will
seldom exceed 3%.
When using Figures Nos. 46,
7a
,2,
ed that the abscissa of the graphs (At)
J3, it
should be remember-
is the temperature difference
between the solid surface supplying the heat and the main body of
boiling water. In other words, the film coefficient as given in these
graphs includes the thermal resistances of the laminar film, the buffer
layer between the film and the core.
Method of Estimating the Film Coefficients
of Heat Transfer
The estimate of the film coefficient of heat transfer to boiling water can be made with
comparatively high degree of accuracy in
7 steps.
(1) Obtain the thermal resistances of the metal wall, the probable scale deposit on the water side, the soot and carbon deposit on
the gas side.
(2) Obtain the film coefficient of heat transfer from hot gases
to the wall. Its reciprocal, of course, represents the resistance to
heat flow offered by the gas film.
(3) Compute the sum of resistances to heat flow offered by the
gas film, the carbon deposit, the metal wall, and the scale on the water side.
(4) Divide the sum of thermal resistances as obtained in step
(5) by 0.95; the result will be what
an be called the"probable over-
all thermal resistance from hot gases to boiling water'
(5) Calculate the approximate rate of heat transfer from hot
gases to boiling water by using the "probable overall thermal resistance" as determined in step (4) and the overall temperature difference between the gases
nd boiling water.
(6) Corresponding to the approximate rate of heat transfer as
obtained in step (5),Figures Nos.'Z and 3,
will give the value of the
film coefficient of heat transfer from a solid surface to boiling water,
which will be within 3 to 5% of the expected value.
(7) After determining the film coefficient (h) as directed in
step (6), it should be corrected to allow for the temperature at which
the boiling takes place; since Figures Nos.ll
3 give the film co-
and
efficients for boiling at atmospheric pressure only.
|
Figures Nos.47,
6,and
4
, attached here, give an approxi-
mate method for adjusting the nominal film coefficients corresponding
to boiling at 212°F. to their proper value at other temperatures.The
use of these figures is self evident from the notes they contain.
(Note: For illustrative example on determination of the film
coefficient of heat transfer from a solid surface to boiling water
see appendix for Sample Calculations).
PART V
SPECIAL
PROBLEMS
CiAPTER XI
HEAT LOSS BY
ADIArICO
FROCLOUTSIDE
SURFACE OF A BOILER JACKET
HEAT LOSS BY RADIATION FROM OUTSIDE SURFACE OF A
BOILER JACKET
Estimation of radiant heat loss from the outside surface of a
boiler to its surroundings in the boiler room is comparatively simple
since it does not involve high temperature or complex surface relationships.
All cases of radiant heat transfer encountered here can be
calculated by means of the basic equation in the form,
q = 0.172 (A)
(T. /
4
O100)
- (T2 / 100)45 (FA)(FE)
Where:
q
= Net rate of radiant heat transfer, Btu./hr.
A
= Surface area of the boiler jacket, sq.ft.
FA
Factor which allows for the average angle through which
the boiler jacket surface
sees" the boiler room.
FE = Factor which depends on emissivity of the boiler jacket
surface, and emissivities of the boiler room walls, ceiling and floor.
T
= Absolute average temperature of the boiler jacket surface,
0
T
F.
= Absolute average temperature of the boiler room walls,
ceiling
nd floor, OF.
The only terms in the above given equation which require some
explanation are the two
actors (FA) and (FE); however, their evaluation
is simple.
-4#-
Since a boiler and the boiler room might be considered as an
enclosed body
nd enclosing body respectively, the enclosure being com-
plete and the enclosed body being lrgs
compared to the enclosing; then,
as unity for practically all locations
the factor (FA) might be tken
of a boiler in the boiler room.
Again, considering the boiler and the boiler room as enclosed
end enclosing bodies, the factor (FE) is evaluated simply by means of
the following equation:
1
F-
1
FEl
Px
1
P2
Where:
P
=
Average emissivity of the boiler surface.
P2 = Average emissivity of the boiler room walls, ceiling and
floor.
Note: A table of various common emissivities applicable in this
equation is given on pso;
also, Fig.No.54
attached here
gives a graphical method for determination of factor (FE)
Calculation Procedure
The calculation
rocedure for estimation of radiant heat loss
from the outside surface of a boiler jacket is best outlined and described in the form of a concrete example; therefore, from now on the
discussion will consist of application of the above given equations
and study of practical considerations involved in the attempt to fit
actual conditions into
theoretical equation.
Assumed:(See Fig.No. s55)
a rectangular heating boiler of the following outside
nThat
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I
s s/55
of
;ad'cn
z
//e6 Zo
osses
to Srroanat/lys /,
/2aseen&r
dimensions, 3 ft. deep,
5
t. wide,
nd 5 ft. high, is located in the
center of.a basement 8 ft. highn,20 ft. wide, and 40 ft. long.
Basement walls are finished in rough plaster.
Air temperature in the basement is 70°F.
The temperature of the walls and the floor is 60°F.
The temperature
of the ceiling
is 700°F.
The boiler is finished with black shiny lacquer, sprayed on
iron.
The outside temperature of the boiler jacket is 140°F.
Required: It is required to find the radiant heat loss from
the outside surface of the boiler to the boiler room surroundings.
Discussion of Data: The assumption of 60°F. temperature for
the walls
and the floor is
in agreement with the average values as
determined by field tests and experiments.
The temperature of the ceiling is approximately the same as
that of the air in the basement s
there is no heat loss to the first
floor.
A temperature of 140°F. for the outside surface of the boiler
jacket is an assumed value. In practice the temperature may vary from
105 to 1150°F. for well insulated units to 130-160 for poorly insulated
types.
Procedure Details: The exact solution of this problem as it
stands would involve two separate computations of heat transfer;
from
the
boiler
to the ceiling.
to
the
walls
one
and the floor, and another from the boiler
Such procedure would involve
highlycomplicated
shape
relations and is not justifiable because of the
values of constants involved.
uncertainty
of the
A much simpler method is to treat the inside surfaces of the
basement as being at one average temperature, the average being based
on the arithmetical ratio of the surfaces.
Area at 70°F. = 20 40 = 800 sq.ft.
Area at 60°F.
=
800 + (120)(8) = 1760 sq.ft.
Then,
t= 70(800) + 60°(1760) = 63F.
800 + 1760
tav
This assumption of 63°F.- for the average surface temperature
of surroundings in the basement, permits consideration of the problem
at hand as a case where . comparatively large body (the boiler) is
completely enclosed within another body (the basement), and thereby
simplifies considerably the whole problem.
Setting down the fundamental equation,
q = 0.172 (A){(Tx. / 100)4 - (T2 / 100)4'(FA)(FE
)
in which the terms on the right side have the following meaning:
(a)
(A)
(b)
.(FA)~
(c)
(F )
Outside boiler surface
=
=
4(5)(5)
+
= 60
+
9 = 69 sq.ft.
1
(also see Fig. No.66)
1
Pi
P2
Since from table of emissivities on p./iq',emissivity of.black
shiny lacquer,(p.) = 0.875, and emissivity of pl-ster surfacep.50)
(P2) = 0.91;
4o°F.
therefore,
+ 460°F.
(d)
(T1 ) =
(e)
(T2 ) = 630°F. + 460°F.
(FE) = 0.805
= 6000°F.
523°F.
Hence:
q = 0.172(69) f (600/100)4 - (523/100)4) (1l)(0.805)
x/2 8
CV
I
N
i
°
20
t,
40
60
or /00 /
7emerctareT
Curl/e6 , --- ete..#-.ni~2 eia
for
Coeff/cient
j 9 elernin
a/
Ijecr
a tio,
/10 /60 /80 200
S1arjazce
I
o"" Ra&1al,-a-ool
f ad/a7ok'
jVeatser
Wh e
E,ow1,5,s;,
V~Y =/a
(t 2 -J-46-0)
4
- t., -Iel0),- - .
A,
X/%2 /0.
1
2
-t
Irrl Coae/iciet
of
dza/a?
E9
Ileat Z--aorser
'o
Y6
s.A.(
1934
M. I. T.
q = 5210 Btu./hr.
Considerable saving in time required for computation may be
effected by use of Fig.N0o.56attached
here, which gives the coeffici-
ents of radiant heat transfer defined
s follows:
(t1 + 460)4
(h)
(t
+ 460)4
-
(17.2)(10
(t
Thus, for the problem
(h)
)
- t2 )
iven above,
= 7.1 (108) (17.2)
(10
q = (hr)(A)(FA)(FE)(t
- t2)
10 )
= 1.222
but,
Hence,
q = 1.222 (69)
(1)
(0.805)
(140-65)
q = 5220 Btu./hr.
Use of Fig.No.5
6
s particularly helpful when there are many
computations involving different temperatures.
Effect Of Boiler Jacket Finish On Radiant
Heat Losses
Considering the emissivities of various surface finishes as
given on p./l?, it is seen that little can be done to reduce radiant
heat loss from the boiler jacket by selection of a shiny surface, unless it is mirror-like, literally speaking. Expense considerations, of
course, make ue
of a polished nickel or chromium plated boiler jacket
highly questionable.
A fair'reduction of radiant heat loss may be accomplished by
use of good quality aluminum paint; but, here again, a finish of good
quality is expensive --
nd the poorer finishes darken with time and
their emissivity increases until it approaches that of an ordinary
paint.
THE IN0ORL&AL
TL'OTALEISSIVITY
OF
VARIOUS BOILER JACKET FINISHES
Temp., F.
Surface
(1) Snow white enamel varnish on
Emissivity,(p)
70 - 100
0.906
o. 9o6
70 - 100
0.875
iron plate.
(2) Black shiny lacquer sprayed
on iron plate.
(3)
Flat black lacquer.
100 - 200
0.970
(4)
Oil paints, all common colors.
150 - 250
0.92 -
150 - 200
0.52
(5) Aluminum
pint,
10
A,
22% lac-
quer body, on smooth or rough
0. Fi0
surface.
(6)
A.
paint, 26~.Al, 27% lacquer
150 - 200
o.30
body, on smooth or rough surface.
(7) Porcelain, glazed.
70 - 100
0.924
(8) Nickel, electroplated on polished
70 - 150
0o.o45
70 - 100
0.11
iron, then polished.
(9)
ickel, electroplated on pickled
iron, not polished.
-/Y9-
.96
THE
YTO
MAkL TOTAL
CEILINTG,
E:IJSSI1ITY
OF VARIOUS
1;;ALL,
BOILER
ROOMI
AMID FLOOR FIITISHES
I
Temp. ,OF.
Surface
i>iVilty,
50 - 200
0.91
(2) Asbestos bonrd.
70 - lOO
o.96
(5)
Brick, red, smooth.
70 -
0.95
(4)
Oil paints, all colors.
(1) Plester, rough,
lime.
o100
100 - 200
(5) Paper.
70
0.92 -
(p)
.96
0.94
References
Both tables given above are based on data presented in,
"Industrial Heat Transfer", by A. Schack,(John Wiley and Sons.)
"Heat Transmission", by W.H. McAdams,(c.raw
-/50-
Hill Book Co.)
CHAPTER XII
HEAT LOSS BY NATURAL CONVECTIONT FROMl OUTSIDE
JACKET TO ATMOSPHERIC AIR
-IAS--
SURFACE OF A BOILER
HEAT LOSS BY NATURAL CONVECTION FROM
OUTSIDE SURFACE OF A BOILER JACKET
TO ATMOSPHFERIC AIR
Since boiler jacket design is varied and is subject to style
demand it naturally has no standard shape; therefore analysis of heat
loss given here is devoted primarily to development of methods for estimation of heat loss from elementary surfaces of which any boiler
jacket may be composed.
In general,
boiler jacket may be considered as constructed
of the following elementary geometrical shapes:
(1) Vertical Planes.
(2) Horizontal Planes.
(3)
Vortical Cylinders.
(4) Horizontal Cylinders.
When these elementary shapes are not actually present, the
existing shapes can be approximated with sufficient accuracy by considering them as a combination of the four shapes given above.
Heat Transfer By Natural Convection PFromPlane
Vertical Surfaces To Atmospheric Air
The most authoritative data on this subject has been obtained
by Griffiths and Davis (See: Food Inspection Board, Spec. Report No.9,
Dept. Scientific and Industrial Research, H.M. Stationery Office,
London, 1932), who made an extensive study of heat transfer by natural
convection to air from solids of various shapes. Other valuable studies
have been conducted by I.Langmuir (See: Trans.Amer. Electrochem. Soc.,
-152-
Vol. 2,
p 299, 1915).
On the basis of their dta,
heat transfer from plane vertical
surfaces such as plates or walls can be calculated by means of two
simple equations of the following form:
(1)
h =
(2)
h
0.25
25
.( t)0
0.275( At/H) 0
, and
25
Where:
h = Natural convection coefficient of heat transfer from the
solid surface to the ambient air, Btu./(hr.)(sq.ft.)(°F.)
At = Temperature difference between the solid surface and the
ambient air.
F.
H = Height of the vertical plane,
t.
The first equation is applicable to calculation of heat transfer from high plates or wlls
over 2 feet high.
The second equation is applicable to calculations of heat transfer from
lates or walls less than 2 feet high.
The repson that the first equation does not include height of
plane as a variable is thet the velocity of convection currents produced by thermal expansion of air remains constant at a height over 2
feet from the bottom of the plane.
Fig.No. 1r7attached here gives graphical solutions of the two
equations given above.
Heat Transfer From Plane Horizontal Surfaces
To Atmospheric Air
Heat transfer from horizontal plane surfaces has been investi-
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gated by Griffiths and Davis, and also by W.J.King(See:"Free Convection"
Mech. Engg., Vol. 54, p. 410o, 1932). Data gathered by these experimenters
shows that heat transfer by free convection from plane horizontal surfaces to ambient air can be computed by means of a simple general equation of the following form:
h = A( 4 t) 0
25
For plane surfaces facing upward this equation becomes:
(1)
0
0.38(t)
25
h =
While for plane surfaces facing downward it becomes:
(2)
h
02(At)o
25
In these equations:
h
=
Natural convection coefficient of heat transfer from the
solid surface to the ambient air, Btu./(hr.)(sq.ft.)(°F.)
t
3
lemperature difference between the solid surface and the
ambient air, °F.
Fig. No. $a
gives graphical solutions of these two equations.
Heat Transfer From Vertical Cylindrical Surfaces To
Atmospheric Air
Data on heat transfer from vertical cylindrical surfaces to
air has been gathered by Griffiths and Davis, by W.J.King, and by Koch
(See: Gesundh.-Ing., Vol. 22, p. 1, 1927).
The accumulated information indicates that heat transfer from
vertical cylindrical surfaces can be calculated with a fair degree of
accuracy by means of two simple equations of the following form:
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4'o
(1)
h =
(2)
h
.4(
t/D)'
2
0.4(1/H)057 ( At/D)025
The first equation is suitable for calculation of heat transfer from cylinders over one foot high; while the second equation is to
be used for computation of heat transfer from cylinders less than one
foot high.
-
The terms in these equations have the following meaning:
h = Natural convection coefficient of heat trnnsfer from the
solid surface to the ambient air, Btu./(hr.)(sq.ft.)(°F.)
at
Temperature difference between the solid surface and the
ambient
H = Height
air,
F.
of the cylinder,
when less than
one foot high,
ft.
D = Outside diameter of cylinder, inches.
Fig.No.E
attached here gives the graphical solution of these
two equations.
Heat Transfer From Horizontal Cylindrical
Surfaces to Atmospheric Air
Data on heat transfer from horizontal cylindrical surfaces is
probably the most abundant in the literature on heat transfer by free
convection.The most authoritative information is to be found in the following works: Paper by McMillan, Trans. Amer. So. Mech. Eng., Vol. 48,
p. 1269, 1925; Paper by Heilman, Trans. Amer. So. .ech.
p. 257, 1929; and that of Langmuir, Phys.Rev., Vol.
Based on their dta,
ng., FSP 51,
4, p.401, 1912.
the following equation can be formulated
for calculation of heat transfer by free convection from horizontal
cylindrical surfaces:
4. 5
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h
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0.25
Where:
h
Natural convection coefficient of heat transfer, Btu./(hr.)
so.ft.)(°F.)
t
Temperature difference between the solid surface a.ndthe
ambient air, °F.
D = Outside diameter of cylinder, inches.
The use of this equation is somewhat limited by the fact that
it is based on experimental dta
25 and 700°F.,
where (t)
nd diameters vried
was varied only between
only from 1/2 to 10 inches; however,
for purposes of estimation intended in this thesis it is sufficiently
accurate.
-/5'
-
CHAPTERXIII
I2ER.ITTEi.TT
OPERATICO OF SALL
ITS
EFFECT
IL-FIRED
HEATING BOILE
ON DES IGN FEATURES
age
INTERiITTENT OPERATION OF SALL
OIL-FIRED HEATING BOILERS
D
ITS EFFECT ON DESIGN FEATURES
Introduction
In the great majority of smaller oil burning boilers the amount
of
heat generated in the combustion chamber is regulated by means of a
thermostatically controlled shut-off valve. When the temperature in the
building rises above the desired point, the thermostat activates the
shut-off valve and the flow of fuel is stopped. After the temperature
in the building has fallen below the desired point the burner is set
into operation once more.
It is highly desirable when the burner ceases to operate, that
the interior of the combustion chamber as well as the gas passages should
remain at as high a temperature as possible; frst,
because lowering of
the temperature within the combustion chamber means delay in starting up,
and second, because cooling of the boiler interior is usually a direct
loss of heat. Another objection to frequent and wide variation of the
interior boiler temperature is that it causes severe reversals in expansion and contraction of refractory materials, with consequent rapid
deterioration of combustion chamber lining. Cooling of the combustion
chamber, with its accompanying harms, is particularly marked in those
units which do not have an automatic flue damper which could close the
flue when combustion is interrupted temporarily by the thermostat.
Heating And Cooling Of Boiler Structure During
Intermittent Operation
Heat loss or heat gain by the boiler structure can be estimated
Adab
easily by means of a simple equation written as follows:
Q = (w)(l)(t'-
t ) +
......(Wn)(on)(t
+
)(t - t) + (3)(C3)(t' - t")
)(
- t")
Where:
Q
-
Heat loss or gain by the whole structure of the boiler
during the time when the temperatures of its parts
changed from (t') to (t"), Btu.
(w1 ),(w 2 ) etc. = Weights of various prts
comprising the boiler struc-
ture.
(C ),(o )
1
2
etc. = Average specific heats of the materials from which the
boiler parts are made, Btu./(lb.)(°F.)
(t'),(t') etc. = Initial mean temperatures of each boiler part, °F.
1..
2
(t"),(t") etc. = Final mean temperatures of each boiler part,
F.
The apparent simplicity of the above given equation, however,
holds true only for steady conditions of heat trnnsfer, when the mean
temperatures of boiler parts are tken
as arithmetic averages of boun-
dary temperatures.
In usual intermittent boiler operation the time of complete
cycle is too short for establishment of a steady state of heat transfer,
end the temperature of the boiler structure varies in a most complex
manner. Therefore, determination of heat loss or heat gain by the boiler
structure during intermittent operation resolves itself primarily into
calculations of the true mean temperature of its various perts.
-'5?-
Temperature Distribution In Boiler Structure
During Intermittent Operation
Based on studies and research of many investigators in various
fields of heat transfer, it is possible to state definitely that temperature distribution in the structure of a small heating boiler operating intermittently depends o
the following variables:
(1) Frequency of periods.
(2) Length of inactive periods.
(3) Ratio of actual operating time to total heating time.
(4) Amount of air permitted to flow through the combustion
chamber during inactive periods.
(5) Physical properties of materials from which the combustion
chamber
nd the boiler setting are built.
(6) Rate of heat transfer for the inside surfaces of the boiler
to
ir passing through it during inactive periods.
(7) Extent of insulation on the outside of the boiler setting.
The mthematical
are so complicated that
relations
mong the variables enumerated above
nalytical solution of problems involving them
usually requires the use of complex partial differential equations and
much arithmetical computation; --
as a matter of fct,
some cases are
so complex that no mathematical solution has yet been obtained for them.
However, by application of graphical analysis of unsteady heat
flow as made by OGurnie and Lurie (See: Ind. Eng.
1923) the
hem., Vol. 15, p 1173,
pproximate solution of intermittent heating problems can be
made comparatively simple.
Gurnie and Lurie showed that the analytically derived equations
of unsteady heat flow for various simple bodies, such as the shere,
-/60-
cylinder, flat slab, and others, can be plotted in terms of four dimensionless groups sas follows:
x / R
(1) A relative position ratio = N
there:
x = Normal distance from.mid-pl(ne to point in body, ft.
R = Normal distance from mid-plane to surface, ft.
(2) A temperature difference ratio
T- t
= T T
t.
'here:
T
Temperature of surroundings, °F.
=
t
Temperature at position (N) within solid at time (e),
tl
Initial temperature of the body, °F.
(3) A thermal resistance ratio = M =
/
0
F.
k
Rk /
(hT)R
'here:
k
=
hcr
Tnerm.l conductivity of the solid, Btu./(hr.)(sq.ft.)(°F./ft)
cer.
h T = Combined coefficient of heat transfer by radiation
T
and convection between the surroundings
t temperature (T)
and surf-ce of the solid at (ts), Btu./(hr.)(sq.ft.)(°F.)
R
=
As defined
bove.
k
(4) A relative time rtio
=
X
3
~c
Where:
= Time from start of heating or cooling, hrs.
= Density of solid, lb./cu.ft.
c
=
Specific heat of solid, Btu./(lb.)(°F.)
-/6/-
K and R = As defined
tle charts
above.
lotted by Gurnie and Lurie give te
among the dimensionless rtios
(),
(Y), (,
relationship
and (X)"re
assumption that during any one run (T), (2), (K), (),
bsed
on the
and (c) remain
constant. This assumption, however, does not introduce any grave errors,
and the predicted results are usually within 5 - 8% of the true values
or better, depending on how closely the actual conditions
pproximate
the assumptions.
The fundmmental charts made by Gurnie and Lurie are reproduced
here on Figs.Nos.6 0,6 1 , 62,
ject to the following
(a) Fig.:o.60
for
the
?
and 63 . The use of these charts
is
sub-
liL:itations:
was designed primrily
for an infinite slab, i.e.
slab with two dimensions much larger than the third. In this case
low of heat in thletwo larger directions can be neglected, and only
the normal flow to the principal plane is being considered. Under actual
conditions heat flow parallel to the plane of the slab must also be considered
nd allowed for.
(b) Fig.1No.6
was designed primarily for infinitely long cylin-
ders, i.e. cylinders with diameter small compared to
(c) Fig.No.62was
he length.
designed primarily for solid spheres; however,
when the walls of a hollow sphere are thick, temperature distribution in
them can be made with fair degree of accuracy by means of this chart.
(d) Fig.No. 63
was constructed primarily for semi-infinite solids,
i.e. solids occupying all the space on one side of an infirite.
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Application Procedure
Application of graphical methods outlined above is best made
by means of an illustrative problem, as the number of variables involved is too cumbersome for verbal description.
Given:
(1) A cubical combustion chamber constructed as shown in Fig.
No.64 .
(2) The initial temperature of the brick is 50°F.
(3)Surface
coefficient of heat transfer from the flames to
the inside brick surfasceis = h
2 Btu./(hr.)(sq.ft.)(°F.)
=
core
(4) Thermal conductivity of the brick lining at 1000 and 2000 °F.
is respectively 0.60 and 0.65 Btu./(hr.)(sq.ft.)(°F./ft.)
Density of brick = 115 lb./cu.ft.
Specific heat of brick
=
0.250 Btu/(lb.)(°F.), between 70
and 2000°F.
() Thermal conductivity of asbestos covering is 0.10 Btu./(hr)
(sq.ft.)(*F./ft.)
Required:
It is required to determine how long it will take for the brick
surface in contact with the steel casing to reach a temperature of 500
after the burner is set in operation.
The flame temperature is assumed to be 2500°F. immediately upon
starting up.
Solution Procedure
(a) The presence of the steel shell between brick and magnesite
-
3-
F.
= G0
fC
/
to= 6-oo
0/-
4
3 -,m0
F/Y.
No.64
may be neglected due to its small thermal resistance.
(b) As the total heat flow through the asbestos covering even
F. is equal to only :
at 500
(500-
50)(0.1)(2)
= 155 Btu./(hr.)(sq.ft.);
rom the brick surface in contact with the steel shell
the heat loss
may be neglected.
T£hisgives an opportunity to treat thnebrick lining as one
rom both sides ( neglecting the
helf of a slab which is being heated
end effects).
Neglecting the heat loss from the outside wall and the heat
loss due to end effect,
is perfectly
justifiable
since
the properties
of materials involved are seldom known closer than within 5% of the
true value.
(c) Then substituting in the above given dimensionless equations
:
N = x/R = o/R
= 0
R)
= k/(h
Y= (2500-
- 50) = 0.817
500)/(2500
(0.60)
X = k
A
c R2
~~~~~~~~=
Corresponding
= 0.188
6 hrs.
-0.1880~
(115)(0.250)(4/12)2
(d) From Fig.No;
X is obtained
0.60/(2 4y) = 0.90
0:
to N
=
0, MI= 0.9, and Y = 0.817,
the value of
to be equal to 0.42
(e) But, X = 0.188 6
(g) Therefore, e
= 08
0.42/ 0.188
-/6& -
2.25 hours
APPROXI4ATE GPRAPHICAL`IETHOD 0F FINTIG
DISTRIBUTIOT
HE TEIPERATURE
IN UTNSTEADY EAT FLOW
nOUH
HAMBER WALLS AND OTHER SIIiILAR
CASES
There
COMBUSTION
are many instances of heat flow and temperature distri-
bution where exact mathematical solutions require a considerable amount
of labor, and are not justifiable since the physical properties of the
materials used in furnace and boiler construction are usually known
only within 10 to 20% of
the true values.
In other cases the shapes of bodies involved in calculation
are irregular
and do not lend themselves readily to mathematical
analysis.
A very practical and simple semi-graphical method for solution of the above mentioned
roblem was developed by E.A.Schmidt in
"Foppls Festschrift" 1924, p 179-187(Berlin,J.Springer).
The writer here presents his modification of Schmidt's method,
since there is further possibility of simplification without sacrifice
of accuracy.
The writer combines the method of Gurnie and Lurie charts
with that of Schmidt, which results essentially in an almost pure
graphical solution.
The developed method is applicable to most problems of plane
heat flow, and also to some cases where the heat travel does not deviate very much from plane flow.
The method is essentially as follows: starting with a given
temperature distribution in
conducting body, the corresponding dis-
tribution after a known short interval of time is obtained by means of
-/6 -
the Gurnie and Lurie chart; after that, by repeating the process in
Schmidt's manner, the successive distributions after any number of
equal time intervals can be found.
The Principle of Schmidt's Method
Let t,
t,
and t,
denote the temperatures at any moment in
a conducting body at three equidistant points,(P),(Q), and (R),(See
Fig.No.65)
lying on a straight line parallel to the direction of heat
flow: then the temperature at the point (Q) is equal to(t
+ t)/2
after an interval of time given by e = (cpX2 )/2K where X=PQ=QRand
(K/cp) is the
thermal diffusivity".
Where:
Conductivity of material.
X
c = Specific heat of material.
p = Density of material.
That (t
+
ts)/2 is the temperature after time 9
(cpX2 )/2K
=
can be proved as follows: consider the rate at which heat flows into
the slab of material between the
lanes represented by (AB)and (CD);
let the temperature gradient at the plane (AB) be represented by a
straight line through points (S) and (T), that is, by (t
- t 2 )/X as
a first approximation. Therefore the rate of heat flow across the unit
area of
lane (AB) is approximately equal to K(tx - t 2 )/X.
In the same manner the rate of heat flow across the unit area
of plane (CD) is approximately equal to K(t8 - t)/X.
Hence, the net rate at which the heat is stored up in the slab
between planes (AB) and (CD)is
equal to:
-/66-
NV.
T-T= = a/ - 3 _
2
tZ
L)
t
I'
;z7/Y.j
31)
'b ,
U
-
-,
J7'o
L-"
j'_P ;4;/
-eX-
-
d
"~~^~~"e"""t4~~-
(z
-~CL
T57W
i"aY·;*·c·/za-t;M.e
Ve
-LL-DLLt
--2
57- III
lez-
<9- Cpc;2
)
/=
/-
/,
/Pdet
6ox
Catduct/>i
-zlk;-y"
It~
-664ee
of m)zep//.
/
If
/
65
,F . Mo.
9.
K(t - t2 )/ - K(t2 - t)/ = K/X(t + t - 2t2 ).
The volume of the
(DC) is equal to
(AC) 1
lab ABCD per unit surface area at (AB) or
X.
Therefore, if (cp) represents its specific heat per unit volume the rate at which temperature rises at the center of slab ABDC is
equal to:
Ktt
+ t
- 2t2 )/(cpX) = K(t
- 2t2)/(cpX2 )
+ t
'nere (K/cp is the thermal diffusivity.
Hence in time e = (pX
to
2
)/2K the temperature rise will be equal
:
K(t + t
- 2t2 )/(cpX') (cpX2 )/2K -
t
+
t
- 2t2) - (t
+
t)/2 - (to)
which gives degrees rise per unit time.
Therefore the temperature at point (Q) after time 6 = (cpX2 )/21
is equal
to:
to + (t
In Fig.No.
+ t)/2
- t
= (t2 + t)/2
65 the resultant temperature after a period of time
is represented by point (T') at intersection of ordinate at point (Q)
with the straight line through points (S)and (U).
Application of Graphical
ethod for Determination of
Temperature Distribution in Unsteady Heat Flow
Assume that we are given a wall of a combustion chamber (See
-/67-
Fig.No.
66
) which is initially at a uniform temperature (to) through-
out, and that the inside face (AF) is suddenly raised to a temperature
(to) and subsequently maintained at that temperature for some given
period of time.
Since (t2 ). the inside surface temperature, is considerably
higher than that of the outside surface during operation, we can assume safely that during the operation the outside surface of the wall
remains approximately at its initial temperature (to). Actually, of
course, the outside surface of the combustion chamber may be from 30
to 100°F. higher than its initial wall temperature which at the beginning was equal to that of the surrounding air.
The initial temperature distribution in the wall may be taken
as given by the line AFGHKL where (AF)= (t
- t);
that is to say, the
surface (AF) is at temperature (tj), but no heat has yet penetrated
into the slab. Now, let us divide the walls into a number of equal
thin slabs by division lines (BG),(OH),and(DK).In general, the accuracy of the solution is greater with a greater number of subdivisions;
however, for the purpose of illustration four sections will be sufficient.
Let us assume that for the particular material and given wall
thickness it is found from Gurnie and Lurie Chart that for a semi-infinite solid, at time
-
(cpX2)/2K from the commencement of heating,
the temperature at a distance (1)
from its initial vlue
from the heated surface increased
(to) by an amount equal to 0.5O(t. - t);
while
the temperature at a distance (2X) from the surface has increased by
O.4(t-
to).
The temperature distribution after (cpX2/2K) hours is there-
-/ a S-
*-
Aha/
4-/s/a
A
--
C
1
I
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Ale
g 66
yA
fore approximately represented by the line AOKL,
and OH = 0.04 AF, and X = FG = GH
Hk
=
=
where
IG = 0.50 AF,
K.
The advantage of beginning with values as obtained from
Gurnie
nd Lurie charts, instead of Schmidt's first step of graphical
construction, is that smoother distribution curves are obtained.
The steps of graphical construction
Draw line A,
re now as follows:
intersecting BG at P.
Draw line MK, intersecting CH at Q.
Draw line
L, intersecting DK at R.
Then APQRL represents approximately the temperature distribution after a time period equal to 20
(cpX2 )/K.
Now, starting with distribution APQRL:
Draw
line AQ, intersecting
BG at S.
Draw line PR, intersecting CH at T.
Draw line QL, intersecting DK at U.
The broken line ASTUL represents the approximate distribution
after
a time period equal
to 50 = (cpX2)/2K.
This process can be continued as far as desired giving us the
temperature distribution in the wall after any multiple of
units of
time.
It is easily seen that the temperature distribution approaches
the straight line AL as time increases, AL of course representing the
steady state of heat flow.
IK
-/69-
PART VI
FLUID
FLOW
APPLICATION, OF FUNDAMENTALS OF FLUID FLOW
TO DESIGN OF SMALL HEATING BOILERS
Introduction
The discussion presented below is intended to furnish a scientific basis for the solution of all principal problems of fluid flow
that might confront the boiler designer. In particular, the methods
of calculation given below should be useful in design calculations of
experimental models. When used with a proper mixture of judgement
they cans effect
. considerable saving of time, money and effort that
must otherwise be necessarily expended on an extensive so-called research by
cut and try" method.
Every heating boiler, or any boiler for that matter, is primarily a heat exchanger in which heat is transferred from a hot fluid
flowing on one side of a separating wall to a colder fluid flowing on
the other side of the wall.
The flow of either of these fluids is accompanied by friction,
and consequently it requires a source of energy for its very existence.
The energy supplying the motive power necessary to create and
maintain the circulation of fluids within any heat exchanger usually
comes from two sources: (a) the forces of gravity which originate due
to difference in density between connected columns of the fluid, and
(b) the fLorcesof pressure which is originated by mechanical means.In
many instances both modes of creating circulation can be used simultaneously.
In general, the gravity circulation (also called natural convection) is less expensive to maintain than the mechanical circulation
-/ 7/
1
1
\,
(also called forced convection); however, use of mechanical circulation often results in indirect economies which more than offset the
higher direct cost o
circulation. Also in many instances mechanical
circulation offers the only solution of the problem at hand.
In considering the design of any oil-fired heating boiler we
are usually concerned with two separate circulation systems,namely:
(a) that of fuel oil, air, and gaseous products of combustion
on
he high temperature side of separating wall, and
(b) that of water or steam, or a mixture of both on the low
temperature side of the separating wall.
In both of these circulation systems, the analysis of fluid
flow can be made from two points of view: the first of these being
fluid distribution, and the second
,
fluid pressure loss.
In keeping with the above mentioned twin point of view, the
discussion presented here is divided into two principal parts: the
first, entitled "Orifice Flow of Fluids in Sall
Heating Boilers", and
which deals with fluid distribution; and the second, which is entitled
"Fluid Friction and Its Effect on Fluid Flow' and is concerned primarily with fluid pressure loss and maintenance of fluid flow against
frictional resistance.
CHAPTER XIV
ORIFIC
FLOWI OF FLUIDS
7
I'i,Si:,'ALL
HEATITNG
BOILERS
!
ORIFICE FLOW OF FLUIDS IN SALL
HEATING BOILERS
Introduction
The fluid flow in a small
heating boiler, or for that matter
in any heat exchanger, is one of continuous encountering of restrictions, many of which may be considered as orifices. Thorough understanding of fluid flow across these orifices is essential in design
for proper fluid distribution as well as for accurate calculation of
pressure losses.
The discussion presented below is applicable to flow of liaquids,and to all instances of gaseous flow met with in heating boiler design. The theory and analytical methods given here are not applicable to those cases of gaseous flow in which the pressure drop is
greater than ten per cent of downstream absolute pressure. However,
since the gaseous flow in boilers practically never
ndergoes a pres-
sure drop over one per cent of the .downstream pressure, this limitation is of little concern in the work presented below.
Efficiency of Orifice Flow
A jet of liquid issuing from an orifice is one of the simplest
illustrations of the principle of conservation of energy. Knowing that
the orifice receives its energy in the potential form (Qth)
charges it in the kinetic form -2g
and dis-
and assuming the energy dis-
charged to be equal to the energy received, one finds the theoretical
velocity across the orifice, which is given by the expression VT
Where:
/7Y
V = Fluid velocity across the orifice, ft./sec.
g = Acceleration due to gravity, 32.2 ft./(sec)(sec.).
h
Unit pressure at the upstream side of the orifice, in
!
terms of feet head of the fluid in question.
The transformation of potential to kinetic energy in practice is accompanied by a loss due to eddy currents which transform
some of the available mechanical energy into heat. However, when preperly designed the orifices need not cause a large energy loss. In
many instances the orifices can be designed so that their efficiency
of energy transformation is over 95%.
In general, the orifice efficiency may be defined as the ratio
of energy output to energy input.
ORIFICE COEFFICIENTS
Coefficient of Velocity
Due to fluid friction the actual velocity of a fluid stream
or jet issuing from any orifice is always less than indicated by the
equation V = /2~-. The velocity obtained by means of this equation,
which is applicable only to frictionless hypothetical fluids, may be
termed the ideal velocity. The ratio of the actual velocity to the
ideal velocity is called the"coefficient of velocity".
Coefficient of Contraction
The area of the opening through which the stream or jet issues
is something that is readily determined, but in many cases the area of
the jet cannot so readily be measured without special equipment. Hence
it is desirable to know the relation between the area of a jet and the
area of the opening through which it came. Exact knowledge of this relation is valuable not only for purposes of prediction, but it is equally useful in laboratory or model testing, especially in those instances where the jet or stream is not subject to direct measurement.
In a great number of instances an orifice performs the duty of
a Gate between two chambers which are filled with relatively motionless
fluid. In such cases the fluid jet or stream contracts as it passes
across the orifice from one chamber into the other. This contraction
occurs on the downstream side after the fluid leaves the orifice, and
is cused
by the converging stream lines which originate in the up-
stream chamber.
Since the tendency of each particle of fluid is to continue
in its original direction of motion, the stream lines continue to converge after they pass the orifice. However, they cannot cross each
other so they eventually become parallel and produce a section of minimum area called the
vena contractan.
The fact that the contraction of a fluid jet issuing from an
orifice i
due to the converging of the approaching stream lines, sug-
gests at once that it may be prevented altogether by causing the particles of the fluid to approach the orifice in an axial direction.
(The elimination of contraction in the fluid jet issuing from an orifice is discussed under specific orifice designs.)
The jet contraction discussed above is one of the most important characteristics of any orifice, and the ratio of the area of the
jet at the vena contracta to the area of the orifice opening is com-
monly known as the
coefficient of contraction".
Orifice Discharge and the Discharge Coefficient
The volume of fluid discharged by an orifice in unit time is
the product of the sectional area of the fluid jet leaving the orifice
and the velocity at that section. Normally, in all hydrokinetic calculations the sectional area of the fluid jet and the corresponding
fluid velocity are taken at the point where vena contracta occurs. The
rate of fluid flow can therefore be expressed by a simple equation
of the following form:
Q (cA) (c n
)
Where:
Q
=
Rate of fluid flow,cu.ft./sec.
A = Area of the orifice, sq.ft.
2
= Ideal velocity of the given fluid jet due to pressure at
the orifice caused by (h) feet of fluid head,ft./sec.
c'
=
Contraction coefficient for the particular orifice(no dimensions).
c
- Velocity coefficient for the particular orifice(no dimensions).
Sometimes, for convenience only, the coefficient of contraction and the coefficient of velocity are combined in a single factor
called the "coefficient of discharge'.
Thus:
(c')(c")
= C
and Q = CAgh
-/77-
1%
Where:
C
=
The coefficient of discharge, and the other terms have
the same meanings as explained immediately above.
THE PLANE ORIFICE-CONTRACTION AND DISCHARGE
The sectional area of a jet of fluid issuing from an orifice
in a thin metal plate, or from any plane orifice with sharp edges, is
approximately sixty-one per cent of the area of the opening. This contraction is due to inertia mainly of that portion of fluid which approaches. the orifice along the plate. These particular particles
reach the orifice opening while still moving at right angles to the
final direction of the jet, and their inertia requires a space and
time to complete the change in direction. The boundary surface of the
fluid jet leaves the opening in a direction tangent to the inside
face of the plate as shown in Fig.No.61.
The influence of this cause
is not too complex for mathematical analysis. The size of the stream
at vena contracta as derived by purely analytical method is found to
be smaller than the orifice opening by the ratio Tr/(7+2).The numerical value of the"coefficient of contraction" for a plane orifice is
accordingly 0.61. This figure is met closely in practice. Only minor
disagreements occur, and the larger of these are found only in those
instances where the velocity of fluid approach to the orifice is high
and where the fluid viscosity is a controlling factor, as in very small
orifices such as used in oil burner nozzles. Calculations of flow in
jets of small diameter require a slightly increased coefficient because
of the relatively larger influence of cohesion and friction in slow-
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ing the stream lines adjacent to the plate and thus removing some
cause of contraction.
For the average orifice, the rate of discharge conforms closely to the product o
the ideal contracted area and the ideal velocity
at the vena contracta.
Thus for a plane square-edged orifice, Q = 0.61(A)2gh
Where:
Q = Rate of fluid flow, cu.ft./sec.
A = Area of the orifice, sq.ft.
=g' Ideal velocity of the fluid jet due to the pressure at the
orifice caused by (h) feet of fluid heat,ft./sec.
Fluid discharge obtained by this equation is as nearly correct
as can be expected without reference to actual calibration of the given type of orifice. Systematic errors resulting from use of this equation will range from 0 to 5 per cent.
RE-ENTRANT ORIFICE -
CONTRACTION AND DISCHARGE
Fig.No. 6 8 shows a typical re-entrant orifice also called
"Borda's Mouthpiece".Here the contraction is greater than in a plane
orifice due to the fact that some of the fluid
articles approach the
opening along the outer surface of the tube from a direction exactly
opposed to that of the fluid jet finally issuing from the orifice.The
analysis of this case, however, is even simpler than that for the
plane orifice.
Referring again to Fig.No.68
1
we see that in order to main-
tain the equilibrium of forces involved in creation of the fluid jet,
the jet must be of such size that, with its known velocity, the iner-
tia reaction will be equal to the unbalanced static force on the upstream or high pressure side of the orifice. The fluid jet reacts with
a sustained dynamic force capable of providing the velocity of a
weight of fluid (Q ) each second and accelerating it from zero to
the full velocity (V) during that second.
The acceleration of the fluid mass in the
et is caused by a
force which produces a reaction in the fluid chamber on the upstream
side of the orifice equal to F' = Qe.
g
The inertia reaction reaches the walls of the chamber through
the internal pressure of the static fluid, the unit pressure of which
is the same in all directions.The unbalancing of the static force (F")
is therefore entirely due to the absence of a portion of the chamber
or container wall having an aren equal to the area of orifice (A) and
on which there is a pressure head (h). The static force can accordingly be expressed thus: F"
A h.
Knowing that (F") and (F') are equal and remembering that V =
/2-
and that Q = c'A
, it is self evident that the following re-
lationship holds true:
(C A2gh))(
from which c
g)
= Aeh
' 2
2
This means of course that the completed fluid jet occupies only one-half the area of the orifice opening.
1
The coefficient of contraction,(c'), is equal to 2
however,
only in those cases when the re-entrant tube has comparatively thin
walls. Caution must be exercised when dealing with tubes of appreciable thickness. The fluid stream is controlled by the outside of the
tube, not the inside. A small thickness added to the outside of the
- /0-
tube, will accordingly make an appreciable difference in size of the
jet. The coefficient of contraction for any special case may be easily
found when the ratio of thickness to internal tube diameter is known.
The contracted stream is one half the sectional area of the outside
shell.
If the thickness is increased Dast a certain limit the condition of a plane orifice is approached (See Fig.No.74)
and the con-
traction factor of 0.61 prevails. For tubes which are cut off square
at the end, this limit is reached abruptly when the thickness of the
wall is increased to approximately one-twentieth of the diameter; that
being the condition when one-half the outside section-area is sixtyone per cent of the inside section-area.
INFLUENCE OF SHAPE,SIZE,LOCATION AND FLUID HEAD ON
ORIFICE DISCHARGE
Influence of Shape of Opening on Orifice Discharge
Extensive'investigations and experimentation have shown that
it matters little what shape the opening of an orifice is made. There
are only minor differences in the coefficients of contraction for the
orifices in the form of a square, a circle, a triangle, and an elongated rectangle. The quantity discharged through an equal area of opening is the same within the rnge
of accuracy of ordinary measure-
ments. The maximum variation due to extreme shape of orifice rarely
exceeds two or three per cent. One might expect a measurable reduction
from the standard coefficient of 0.61 for a plane circular orifice,
to that for a long narrow slit; however, experimental and test proce-
-/8/-
dure must be made with precision if any difference is to be discovered. For all estimating and prediction purposes it is safe to accept
the theoretical figure of 0.61 for the base coefficient of contraction for all shapes of plane orifices.
Influence of Size and Head on Coefficient of Discharge
Size is not a factor influencing the coefficients of an orifice except in a minor degree due to friction or viscous drag on the
orifice plate. The effect of this small influence is to cause the orifice to discharge a greater quantity of fluid than it otherwise would,
because of a partial relief of the cause of contraction. The failure
to contract fully is not accompanied by a proportional reduction in
velocity of the stream except on the contact surface. The average velocity of the stream is therefore practically normal and the area greater than mormal: hence the slight increase in discharge. For all practical purposes this variation is negligible except in the case of small
orifices and low heads, and here a special calibration is easily accomplished if greater accuracy is needed. Either a comparatively large
orifice or a large head will furnish sufficient dynamic force to render the frictional nnd discharge influence negligible.
Fig.No. 69
attached here shows hopwis the influence of physi-
cal dimensions on coefficient of discharge of square-edged round orifices. A change of several hundred per cent in the ratio of fluid head
to orifice diameter results in less than 5 per cent variation in the
value of the discharge coefficient for a wide range of orifice sizes.
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Influence of Orifice Location on Coefficient of Discharge
In general the plane or the re-entrant orifice is not sensitive to location with respect to the side, bottom or top of the chamber or container from which the fluid issues-- unless the walls or
other surfaces are located in such a manner as to cause a smaller
channel of approach to the fluid jet.
As long as the edge of the orifice is located not nearer than
its full width or diameter from any guiding plane at angle with the
plane in which the orifice is located, the error introduced into discharge calculations will not exceed 5 per cent.
SUPPRESSION OF JET CONTRACTION
Suppression of Jet Contraction By IMeansof Bell
Intake to the Orifice
The only effective means of materially changing the contraction
ea factor of an orifice is to direct the
pproaching stream lines in
such a manner that they will arrive at the opening in a direction as
nearly as possible perpendicular to the plane in which the orifice is
located. A noticeable influence results from a slight rounding of the
edges of the orifice as shown in Fig.No. 70.
If the edges are well
rounded-so that the curved surface followed by the enveloping stream
lineslas
opportunity to shape itself in a manner similar to that of
a normal jet issuing from a larger sharp-edged orifice, the jet proceeds from the outer face of the orifice plate into the downstream
space or chamber without further contraction. Fig.No. 7
illustrates
a fluid jet issuing from an orifice with well rounded edges on the upstream side.
The exact shape of the curve on the upstream edge of the orifice is, of course, not circular, but the circular curve does not depart sufficiently from the ideal curve to prevent its use in most practical cases. Assuming a circular rounding of the edge, it is comparatively simple to compute the radius necessary to prevent further contraction of the jet. The procedure for computation of this rounding is
described elsewhere in this thesis.
Suppression of Jet Contraction by Restricting the
Approach to the Orifice
'Whena plane orifice is located at the end of a channel or a
passage with a comparatively small cross-section, it will discharge a
jet with a larger sectional area than a similar orifice places in the
wall of a large chamber or container. This is a perfectly explainable
result and the amount of increase in sectional area is subject to calculation although a simple solution is not yet available.
Fig.No. 7illustrates
such an orifice. The theoretical fi-
gure of 0.61 for the coefficient of discharge is still applicable in
most practical cases to an orifice thus located; however, when the
approach is greatly restricted or there is some special reason for
need of greater accuracy, a correction must be applied to the above
given theoretical coefficient of discharge.
Fig.No. 73
attached here shows the influence of restricted
channel of approach on coefficient of discharge of a plane orifice.
The curve plotted in this figure.is based on experimental data col-
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lected at the Experimental Station of the University of Illinois,Bulletin No. 96. The head of fluid at the orifice is, of course, made up
of two parts, the static head and the velocity head. The sum of these
two parts is commonly called the total effective head and is expressed
thus mathematically:
= Ph
2g
Where:
h
Total effective head of fluid at the orifice, feet.
P = Static unit pressure in the channel before the orifice,
pounds per sq.ft.
e=
Density of the fluid, pounds per cu.ft.
V
Velocity of fluid in channel before it reaches the orifice,
ft. per second.
g = Acceleration due to gravity,ft/(sec.)(sec.).
CHAPTER XV
FLUID FRICTIOIT, AILDITS EFFECT Oi, FLUID FLOW
-/
8
-
FLUID FRIiTION AD
ITS EFFECT ON FLUID FLOW
Introduction
Fluid friction has two principal effects on flow and circulation of fluids as encountered in heating boiler design. First of all,
its presence demandsa source of energy in order to maintain circulation; and secondly, its existence determines the design of the fluid
passages in so far as it affects fluid distribution among the several
paths.
Determination of magnitude and nature of these effects can be
made either experimentally or analytically. The experimental methods,
at the present state of our knowledge, yield more precise information
than the analytical methods; however, as was already mentioned above,
the experimental methods involve a great expenditure of time, money,
and effort before the approximate solution is found. And since it is
only after the approximate information has been gathered and studied
carefully that the final design and performance testing can be done,
a considerable saving in cost of development can be made if the preliminary studies are limited to analytical considerations.
The approximate solution and the first design based on it,of
course, will not yield a product with characteristics and performance
in absolute agreement with theoretical calculations; however, the
overall discrepancies will constitute an error not greater than a few
per cent of the expected theoretical quantities and magnitudes. What
is more, with definite knowledge of the fundamental behavior of the
variables involved in the problem, the corrective steps to attain a
final product are certain and definite in their direction. Careful and
-/, 7-
Y
thorough analtical preparation should require not more than three models beforB the idea could become a reality-- a finished product of
high quality. The first model would be built on the basis of theoretical calculations alone. The second model would incorporate all major
changes that tests would reveal desirable in the first model. The
third model would include all detail improvements
nd can be used as a
sample of the product for rating purposes as well as for tests of the
physical qualities.
FLUID PRESSURE LOSSES DUE TO FLUID
FRICTION
The most noticeable phenomenon that accompanies flow of fluids
within a heating boiler (or any heat exchanger for that matter) is the
loss of pressure which they undergo along their path of travel. This
lost pressure represents the conversion of potential energy into kinetic energy and thence into heat energy.
Pressure losses due to fluid friction may be divided into two
groups:
(1) Surface friction losses, and
(2) Turbulence or eddy losses.
Surface friction losses may be further divided into two groups:
(a) Surface losses due to wall friction in the passages where
the fluid is traveling, and
(b) Surface friction against the various shapes that may be located within these passages in the path of the fluid flow.
Likewise, turbulence o
groups:
eddy losses may be divided into two
(a) Fluid pressure losses due to change in stream cross section, and
(b) Fluid pressure losses due to change in stream direction.
VISCOSITY
The principal cause of pressure loss in fluid streams, as was
mentioned above, is fluid friction which is due to viscosity.
The viscosity of a fluid may be defined simply as a measure of
its strength in shear. Absolute viscosity may be defined as equal to
(F)(b)/(V), where (F) is the force per unit area of a small plate necesfsary to move it with a velocity (V) parallel to a large plate at
a small distance (b) from it, the intervening space being filled with
the fluid in question.
Viscosity therefore involves dimensions of force, space and
time. Thus in absolute English units, absolue viscosity is given as
second poundals per square foot, which equals pounds per second foot.
In metric units absolute viscosity is given as second dynes per
square centimeter, which equals grams per second centimeter.
The unit of viscosity in the metric system, that is, one dyne
second per square centimeter, is called a"poise
A more convenient un-
it for engineering purposes is the "centipoise"( which is naturally
=
0.01 poise); since the use of poise results in fractional values for
viscosities of most common fluids met with in engineering work.
Viscosity of Liquids
Viscosity of liquids is primarily the function of their temperature, and it always decreases as the temperature increases. The
-/
9-
pressure has a very small effect on viscosity of liquids and for all
practical purposes, especially within the ranges encountered in small
heating boiler design, its effect is negligible.
The principal liquids with which this paper is concerned, are,
of course, water and fuel oils.
Fig.No. 1
gives the relation between temperature and water
viscosity; while Fig.No.
5
gives the relation between temperature and
viscosity for several common fuel oils.
Viscosity of Gases and Vapors
Viscosity of gases and vapors is fundamentally different from
viscosity of liquids in that the viscosity of gases and vapors increases with increase in temperature, while that of liquids is lowered with increase in temperature.
Pressure has but a slight effect on viscosity of gases and
vapors; this is especially true for the low pressures encountered in
the work with which this paper is concerned.
Fig.No. 76
gives the relationship between temperatures and vis-
cosity for oxygen, carbon dioxide,
ir, nitrogen, sulphur dioxide,wat-
er vapor, hydrogen and carbon monoxide.
Conversion of Viscosity Units
In metric system, the units for absolute viscosity are:
dynes/(cm)?
(cm./sec.)/cm
(second)(dynes)
(m)
But, 1 iynels:(gram)(..)/(sec.)
2
, therefore absolute visco-
sity can also be expressed as (grams)/(sec.)(cm.)
-/90-
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In the English system, the units for absolute viscosity are:
)
(sec.)(poundals)/(ft.
But, 1 poundal = (pound)(ft.)/(sec.)2 ; therefore, absolute viscosity
can
lso be expressed as (pounds)/(sec.)(ft.).
For simplicity of calculation, below are given four fundamen-
tal conversion factors for transformation of viscosity data from one
system of units into another.
(a) Viscosity in centipoises/100 = viscosity in poises
=
(Gm.)/(sec.)(cm.)
(b) Viscosity in centipoises x 0.000672 = viscosity in
(pounds)/(sec.)(ft.)
(c) Viscosity in centipoises x 2.42 = viscosity in
(pounds)/(hr.)(ft.)
(d) Viscosity in centipoises x 360
=
viscosity in
(kg.)/(hr. )(m.)
VISCOSITY
O
FLUID AiIXTURES
The viscosity of fluids encountered in considerations of heating boiler designs is often not that of a pure compound but that of a
mixture of two or more compounds. Thus the products of combustion are
a mixture of several different gases; and the water is actually a mixture of water and steam.
Viscosity of Gaseous Mixtures
The problem of expressing the viscosity of a mixture of gases
or vapors in terms of the properties of the pure substances is compa-
ratively simple, and can be solved with good accuracy by means of the
following equation:
1/2 = a/Z' + b/Z" + etc.
Where:
Z = The viscosity of the mixture.
a,b,etc. - Volume concentrations of gases present.
ZZ",etc.
Viscosities of pure gases of which the mixture is made up.
Viscosity of a gaseous mixture determined in this manner will
seldom be in error more than 5 to 6 per cent, provided of course that
the viscosity of constituents is known within the same accuracy limits.
Viscosity of Liquid Mixtures
Viscosity of liquid mixtures, or mixtures of liquids and vapors
is at present not possible to determine theoretically with a high degree of accuracy. The best known simple method is offered by Egner,
and it often results in error from 5 to 15 per cent.(See: Meddel.
Vetenskapsakad. Nobelinst.; 3, 22, 1918).
According to Egner, the viscosity of a mixture of liquids,or
liquids and vapors soluble within each other, is given by the following mathematical relationship:
log Z = X'log
Z2 +.X"log
Z" +etc.
Where:
Z
=
The viscosity of the mixture.
X',Xt etc.= Mol fraction of pure constituents of the mixture.
Z',ZP etc.= Viscosities of pure substances of which the mixture is made
up.
FLUID FRICTION INSIDE THE VARIOUS PASSAGES AND
CONDUITS COMPRISING A HEATING BOILER
Fluid friction inside conduits of various shapes has been the
subject of a good deal of study and investigation during the past fifty years, and the available data and methods have been developed to a
considerable degree of perfection. The discussion presented immediately below is a brief resume of the fundamentals on which the subject
is based throughout this chapter.
Nature of Fluid Flow - Two Types of Flow
Much experimentation and study by many capable investigators
has shown definitely that the flow of any fluid may be divided into
two distinct types, as follows:
(a) The straight line flow (also called streamline flow),and
(b) The turbulent flow.
Streamline Flow
In the straight line flow every particle of fluid flows in a
direction parallel to the walls of the conduit, and there are no transverse or mixing currents. There is no axial motion whatever near the
walls of the conduit but as the hydraulic radius of the conduit is
approached the axial velocity increases.
The frictional losses of any fluid moving with streamline flow
along a circular conduit or passage has been proved experimentally as
well as analytically to follow Poiseuille's Law which is stated thus
mathematically:
dp/dN - 32pV/gD2
there the symbols have the following meaning:
dp = Differential
pressure
due to friction,lb./sq.ft.
= Absolute viscosity,lb./(sec)(ft.)
=
0.000672 x centi-
poises.
V = Average velocity over entire cross section; i.e. volumetric rate of flow divided by area of cross section
perpendicular to direction of flow,ft./sec.
g = Acceleration due to gravity, 32.2 ft./(sec.)(sec.)
D = Internal diameter of the conduit or passage, ft.
dN = Differential length of pipe, ft.
The application of the above equation is comparatively easy
in all practical cases. The only difficulty in its use is the evaluation of average viscosity of the fluid in those cases when it is being
heated or cooled. Heating or cooling of a fluid as it travels in a
conduit results in a variable viscosity and consequently in variable
friction at different points along the conduit. For the sake of simplicity, instead of integrating the variable pressure drop along the
whole length of the conduit, it is recommended to obtain the average
viscosity of the fluid along its path of travel by graphical integration. In many cases, when the change in viscosity is comparatively
small or approximately linear, an arithmetic average of viscosity at
the entrance and the outlet of the conduit will be sufficiently accurate for all practical purposes.
A vast amount of experimental data definitely shows and proves
that the streamline flow described above can exist only under certain
conditions which are determined primarily by five variables, namely:
(1) Velocity of flow.
(2) Hydraulic diameter of the conduit.
(3) Density of the fluid.
(4) Viscosity of the fluid.
(5) Roughness of the conduit surface.
The relationship among the first four of these variables and
their behavior are such that when grouped into a certain term known as
the "Reynolds number" they reveal much concerning the nature of the
fluid flow which they represent.
Reynolds number, named after the scientist who contributed to
its understanding and application, is commonly written thus:
Re = DVA/u
Where:
Re = Reynolds number ( no dimensions).
D
= Diameter of circular conduit, or hydraulic diameter of an
irregularly shaped conduit, ft.
V
= Average velocity over entire cross section of the conduit,
ft./sec.
= Density of the fluid, lb./cu.ft.
= Absolute viscosity of the fluid, lb/(sec,)(ft.) = 0.000672
x centipoises.
Experimental data shows that normally as long as the value of
Reynolds number is below about 1100, the flow of any fluid possesses
the above mentioned characteristics of streamline motion.
When the Reynolds number is greater than 1100, however, then
the fluid particles no longer flow in a straight line parallel to the
walls of the conduit; they swirl and bounce in vortex line motion at
-/?s-
the same time as they move onward in the conduit. In distinction from
the streamline flow, the flow which is characterized by such eddy currents is the main stream is known as "turbulent flow".
Numerous experiments show that nature of fluid flow also depends to a large extent on the relative roughness of the conduit surface. The actual Reynolds number at which streamline flow changes into
turbulent varies between 1100 and 3000 depending on the "relative
roughness" of the conduit surfaces.
The term "relative roughness", mathematically speaking, is the
ratio of average protrusion inside the conduit to its diameter.
Turbulent Flow
The frictional losses of any fluid moving with turbulent motion along a circular conduit or passage has been proved experimentally
as well as analytically to follow the Fanning equation which is given
below.
The most common form-of Fanning equation is written as follows:
dp/dN
f
V2
/2gm
Where the symbols have the following meaning:
dp = Differential pressure drop due to friction, lb./sq.ft.
dN = Differential pipe length, ft.
f
= Friction factor, no units (dimensionless).
- Density of the fluid, lb./cu.ft.
Average velocity over the entire section of conduit,ft./sec.
V
g
= Acceleration of gravity, 32.2 ft./(sec.)(sec.).
m
=
Hydraulic radius of the conduit, cross section divided by
wetted perimeter, ft.
-/ 6-
For circular conduits, such as pipes and round ducts, the Fanning equation can be rewritten thus:
dp/dN = 2f 7 2/gD
Where:
D
=
Internal diameter of the conduit, ft.
and all other terms have the same meaning as above.
Another useful form of the Fanning equation is written thua:
dp/dN
=
6.49fW2 /2gtD
Where:
W = Weight rate of flow of fluid, lb./(sec.)(pipe)
and all other terms have the same meaning as given above.
The friction factor (f) given in the Fanning equation is based
on test data. Investigations of numerous experimenters have shown that
this friction factor depends primarily upon the Reynolds number, and
slightly on the
relative roughness" of the conduit.
Figures Nos.77, 78, 79, 80, show graphicallythe relationship
between the Reynolds number and the friction factor (f) to be used in
the Fanning equation.
The family of curves on Fig. No. 77 gives the relation between the friction factor (f) and Reynolds Number for conduits and
pipes of different diameter with relative roughness similar to that
found on steel, wrought iron, and galvanized surfaces.
The family of curves on Fig. No. 7
gives the relation between
friction factor (f) and (Re) for conduits with relative roughness similar to that found on cement surfaces, light riveted plate walls, sheet
ducts, and best cast iron surfaces.
The group of curves on Fig.No. 7gives
-/97-
the same relationship
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18.19,
or 80 is ex-
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Relationship Between Fanning Equation and Poiseuille's
Law
If the right side of Fanning equation is equated to the
right side of Poiseuillets law as given above, and the resulting
equation is solved for the friction factor (f), then the value of
factor (f)
for streamline flow is obtained.
Thus:
dp/dN =
2pV/gD 2
and f = 16/DVt = 16(/DV
)=
=
2feVe/gD
16/Re
f = 16/Re
where Re = Reynolds number.
This relationship makes it possible to apply the Fanning equation to both the turbulent and the streamline flow.
Curve(C) on Figures Nos. ¶,
18, 1q, 80,
represent graphical-
ly the relationship between Reynolds number and the friction factor (f)
for streamline flow.
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In
APPLICATION OF FAMTING EQUATIONIAND ITS LINtITATIONS
The Fanning equation for calculation of frictional'losses occuring during
low of a fluid is strictly applicable only to straight
conduits of a regular geometrical cross section, and whose length exceeds the hydraulic diameter
bout 50 times or more.
Flow in Circular Conduits
The basic form of Fanning equation which is written thus:
dp/dN = 2fTV2/gD
is applicable primarily to straight circular conduits. The meaning of
the symbols in this basic form was explained elsewhere above; however,
terms (D) and (f) and their use require additional clarification and
discussion at this point.
The term (D) stands for internal diameter of the conduit measured in feet, and applies only to conduits having uniform circular
cross section along the entire length. A conduit consisting of several
sectionsSeach of different diameter,cannot be considered as a conduit
of some fictitious average diameter but must be divided into its component prts,
and the frictional losses be determined separately for
each part.
The Friction Factor (f)
While the proper substitution for term (D) is important, on
accurate determination of the term (f) depends the whole usefulness of
the Fanning equation.
r
j #
CUryt
C
, which was already mentioned above, gives the values
of the term (f) to be used in the Fanning equation.However the frictiol
*r
factor (f) in itself depends on the variables which make up the Rey-
nolds number, and it is the proper selection of the latter which determines the accuracy of factor (f) and hence the accuracy of the
Fanning equation.
Of the.four variables comprising the Reynolds number,
viscosi-
ty is usually the most difficult to determine for use in actual problem dealing with flow of a fluid in a heat exchanger. This is due to
the fact that the viscosity does'nt
remain constant but varies with
change in temperature of the fluid as it is
being heated or cooled.The
exact mathematical prediction of the average viscosity of a fluid
flowing in a heat exchanger is a problem which cannot
be solved at
present due to a large number of independent variables. However, trial and error methods when applied with graphical integration can yield
results sufficiently accurate for design purposes or laboratory work.
These pproximate
methods
for determination of fluid viscosity
in heat exchangers can be used safely in those cases where the temperature of the fluid undergoes a comparatively small change between the
inlet and the outlet of a given conduit. Two such methods are outlined below.
In cases of streamline flow, i.e. flow at Reynolds number of
less than 1100, satisfactory results will be obtr.ined when the average
viscosity in a conduit is taken at an effective average temperature (t')
which is obtained in the following mnner:
t' =t
+
(t
t)
-2 oo -
2
Where:
t' = Effective average temperature of fluid in the conduit.
t
- The average temperature of the fluid when thoroughly
mixed at the outlet from the conduit.
tW = The average temperature of the conduit walls in contact
with the moving fluid.
In cases of turbulent flow, i.e. when Reynolds number is greater than 1100, satisfactory results can be obtained when the average
viscosity in a conduit is taken at an effective average temperature
(t") which
is determined
as follows:
t" = t + ( t
2
)
Where:
t" = The effective average temperature of fluid in the conduit.
t
= The average temperature of the fluid when thoroughly mixed at the outlet from the conduit
t
w
= The average temperature of the conduit walls in contact
with the moving fluid.
Flow in Rectangular Conduits
Streamline Flow
The equations for calculation of fluid friction losses for
streamline flow in rectangular conduits or passages have been derived
by several investigators.
The principal limitations of these equations is that they have
been derived for isothermal conditions of fluid flow-that is flow at
-aol-
constant fluid temperature and therefore constant fluid velocity. Such
equations , of course, cannot give even approximately accurate results
when applied to flow where the temperature of the fluid might change
as much as 500 per cent.
The most useful equations concerning the flow of fluids in
rectangular conduits (as well as other geometrical shapes) are given
in Lamb's "Hydrodynamics",(Cambridge University Press,Cambridge,England).
The simplest expression for determining the pressure loss of
an isothermal fluid flow in a straight rectangular conduit is
given by
the following equation:
dp/dN =
4V/ABgn
= 4Gy/ABtn
Where:
A and B
re sides of
he rectangular duct.
V = Average velocity- Volume rate of fluid flow divided by the
area of cross section perpendicular to direction of flow,
in ft./sec.
= Absolute viscosity, lbs./(sec.)(ft.)= centipoises x 0.000672
G = Mass velocity= Weight rate of fluid flow divided by the
area of cross section perpendicular to direction of flow,
lb./(sec.)(sq.ft.)
= Fluid density, lb./cu.ft.
n = Factor depending on the ratio of the length of sides of the
rectangular duct.
dp = Differential loss of pressure caused by friction, lb./sq.ft.
dN = Differential length of pipe,ft.
But in the Fanning equation:
-2- 2-
dp/dN
= f
2 /2gm
where m is the hydraulic radius of a given conduit.
For a rectangle
m =
AB
(A + B)
Therefore the Fanning equation applied to a rectangular conduit becomes:
'dp/d
2g(AB)/2(A+B) =
V 2 (A+B)/g(AB)
Upon equating the right hand term of the modified Fanning equation to the second term of Lamb's equation
iven above we obtain the
following relationship:
f V(A+B)/gAB = 4V./ABgn
which, when solved for (f) yields:
f = k4/V (A+B)n
Where:
=
Absolute viscosity, lb./(sec.)(ft.)= centipoises x 0.000672
V = Average fluid velocity over entire cross section, ft./sec.
A and B = Sides of the rectangular conduit, ft.
= Density of the fluid, lb./cu.ft.
n = Dimensionless function of B/A
NOTE: Function (n) is given on Fig.No.
of this thesis.
Then the modified friction factor just derived is used in the
general form of the Fanning equation the theoretical calculations of
pressure droD in streamline flow agree closely with experimental data.
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(See S.M. Thesis in Chemical Engineering,M.I.T.,1930, by Trahey and
Smith; and article by Cornish in Proc.Roy.Soc.,London,1928, p 691).
The available dta
also points to the fact that the transition
from streamline to turbulent flow in rectangular conduits occurs at a
Reynolds number of 1100 to 3000, depending on relative roughness. The
Reynolds number in this case being, of course, written thus:
Re = 4mV/A = 4mG/u
Where:
m
The hydraulic radius of the rectangular conduit, ft.
=
V = Average fluid velocity over entire cross section,ft./sec.
Density of the fluid, lb./cu.ft.
=
G
Weight velocity, lb./(sec.)(sq.ft.)
5
Absolute viscosity, lb./(sec.)(ft.)= centipoises x 0.000672
~=
Turbulent Flow in Rectangular Conduits
Frictional losses or the pressure drop which occurs during the
turbulent fluid flow in a rectangular conduit can be calculated by
means of the Fanning equation, using the "equivalent diameter" also
called the hydraulic diameter, which is equal to 4 times the hydraulic
radius.
The available data supports this procedure fully. (ee:
article
p 145 ; and paper by
by Atherton, Trans.Amer.Soc.LMiech.Engrs.,1926,
Lea, Phil.ag.,
!~~~~~~~
~
~~
.
K
1951, p 1235).
FLUID PRESSURE LOSSES DUE TO TURBULENCE A
FLUID FLOW AS ENCOUNTERED IN HATING
EDDY CURRNTS
IN
BOILER DESIGNS
Introduction
For all practical purposes the flow of fluids encountered in
heating boiler designs can be assumed to follow the laws of hydrodynamics for noncompressible fluids.
This assumption will seldom if ever result in an error measurable in practice, or even under ordinary laboratory conditions.
That this assumption is basically sound is apparent at once
when one considers the fact that the flow of air and products of combustion in a heating boiler takes place at practically constant absolute
ressure- the variations being seldom over 0.5 per cent. Incom-
pressibility of water is, of course, an established fact, and the flow
of steam from the point of origin in the boiler to the steam outlet
normally takes place with a pressure drop of less than 5 per cent of
the absolute pressure.
The importance of fluid pressure loss due to turbulence and
eddy currents is often underestimated in mechanical designs, and undue importance is attached to fluid pressure loss caused by surface
and fluid friction in conduits. In a typical or even any hypothetical
heating boiler, for example, the products of combustion suffer not so
much pressure loss due to friction in the passages as they d
due to
sudden changes in the cross-sectional area of the path and consequent
turbulence.
Bearing in mind this unique importance of fluid pressure losses
in heating boilers due to turbulence and eddy currents, the discussion
20.S-
presented below is developed in considerable detail, and each importnnt case is identified
ccording to the cause
-2 06-
nd its nature analyzed.
FLUID PRESSURE LOSS DUE TO TURBULENCE AD
EDDY
CURRENTS
Loss of Fluid Pressure Due to Abrupt Expansion
of Stream Cross Section
The simplest and the most frequently occurring fluid pressure loss due to eddy currents is found in the abrupt expansion of the
stream section as shown in Fig.No.8 2 . Here the stream is moving
through the smaller conduit with a velocity V'. A moment later its
inertia has carried it into a larger space where the velocity is greatly reduced. Eddy currents are therefore produced with violent agitation. Small masses of fluid moving with the higher velocity combine
with masses moving with the lower velocity until the entire mass is
set in rotational motion with a relative velocity equal to the difference between V' and V" velocity in the expanded section.
The amount of energy thrown into rotation per second is therefore equal :
Qt(v'-V" )2 /2g
These eddy currents cannot be reclaimed but continue to spin
until brought to rest by fluid friction.(The internal heat is increased, but the cooling due to heat capacity of the fluid is usually so
effective that the rise in temperature is scarcely measurable unless
the same fluid be recirculated by pumping).
This loss of kinetic energy of rotation can best be evaluated
as lost fluid pressure in terms of linear fluid head, the amount of
which can be found easily as follows:
If the lost kinetic energy of the fluid be expressed as (Qje)
-2 07-
foot lbs. per second, then since
Q
= (Q)(V'-V")
2 /2g
the head lost is equal to h = (V'V")2/2g
Where:
h = Loss of fluid pressure in terms of fluid head, feet.
conduit of small cross
V'= Fluid velocity in the ustream
section area, ft./sec.
V"= Fluid velocity in the downstrem
conduit of large cross
section area, ft./sec.
g = Acceleration due to gravity, ft./(sec.)(sec.)
The preceding explanation of eddy current loss is based on
physical analysis without extended mathematical deduction. One interested in the mathematical derivation
on of the static
hich involves considerati-
nd dynamic forces is referred to the original work
of Borda.
Loss of Fluid Pressure at Square-Edged Intakes
A common occurrence of loss of fluid pressure due to abrupt
contraction of the fluid stream is found in many instances of intake
to a conduit fronma chamber or plenum space. Fig.No.
cal flush intake to
the
3 shows a typi-
round conduit. The edge of the conduit being in
lane of the upstrearm face of the head-wall, the contraction fac-
tor will be that of the plane orifice or 0.061. The stream lines al-
though submerged within the conduit will form in the usual manner and
all the fluid taken into the ipe will pass through the constricted
area as shownin Fig.No.83. The velocity through the contracted section is, of course, greater than at the normal section of the conduit,
-2
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Stream
Cross Secrfo
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Cross tSeeflon
velocities being inversely proportional to their respective areas.
The portion of the cross section of conduit outside the contracted
stresm will be filled with violent eddy currents and the amount of
lost energy because of these currents can be obtained through the
same analysis as employed in the case of any abrupt expansion.
All intakes of this type, large or small, are accompanied
by the same ratio of stream.line contraction since, within the practical limits of accuracy, the contraction factor of a plane orifice
is the same for all sizes as well as for all velocities of flow. The
lost fluid pressure can accordingly be expressed as a constant percentage of the velocity head in the conduit and the amount of this
loss can be derived simply as follows:
If the velocity through the contracted section is assumed to
be V
nd the velocity through the full section of conduit is taken
as V", then the fluid head lost is equal to:
(v'-V"1 ) 2 /2g
Also, V'=
Therefore,h
.6
.V
V(
I
-V11)/2g
or for the square-edged intake in general,
h - o.4 1(V")2/2g
Where:
h
=
Loss of fluid pressure at the square-edged intake, in
terms of fluid head,feet.
V"= Fluid velocity in the full section of the conduit, feet/sec.
g
=
Acceleration due to gravity, ft./(sec.)(sec.)
The multiplying factor 0.41 my
be called the "coefficient of
fluid pressure loss" for a square-edged intake. Verbally it states that
-2 0 l9-
the fluid
square-edged intake is equal to forty-one
ressure loss at
ressure had
per cent of the velocity
in the conduit.
Loss of Fluid Pressure at Re-Entrant Intakes
The fluid pressure lost in a re-entrant intake formed by a
thin walled conduit extending into the intake chamber as shown in Fig.
No.84, can be obtained easily by means of the equation derived for expansion losses in general. The size of the fluid stream, before it
breaks up, is but one-half the area of the conduit, and accordingly
the velocity at the contracted section is double the normal velocity
in.the conduit. The difference between these two velocities is therefore equal to the velocity in the conduit itself, and the loss of
fluid pressure because of eddy currents is therefore equivalent to
one entire velocity head.
Stated mathematically:
h = (V'-Vn)2/2g
and since V'= 2v", the head loss
h
(V") 2 /2g
It may be therefore said that the "coefficient of fluid pressure loss of a thin-walled re-entrant intake is unity.
Influence of Wall Thickness on Loss of Fluid
Pressure at Re-Entrant Intakes
If a re-entrant conduit has walls of appreciable thickness the
intake loss will of course be less than that for a thin-walled one.
The stream lines are directed by the plane end of the conduit
nd the
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therefore, the coefficient of pressure loss is less than unity, inasmuch as all conduits must have some thickness. Wall thickness is an
important factor, and even a small thickness will occasion an appreciable reduction of lost head.
Re-entrant conduits with walls thicker than the specific critical thickness cause the stream lines to be directed along the end'
face of the conduit and, therefore, they perform according to the
conditions o
flush-entrance with coefficient of fluid pressure loss
equal to 0.41 as for other square-edged intakes.
Critical Wall Thickness of Re-Entrant Intakes
hnenthe walls of the re-entrant intake are thick and present a face approximately perpendicular to the axis of the conduit,
there are two surfaces tending to direct the streamlines,-the outside
surface of the conduit and that of the end face. One or the other of
these surfaces must control the nature of the flow, since the formation of either set of eddy currents prevents the formation of the
other set. For example, if the streamlines were directed by the outside of the conduit, and on return could strike squarely into the
mouth of the intake, there could be no additional eddy currents formed
by the flow around the inside edge. It is, therefore, clearly evident
that the total loss cannot be the sum of the two known losses. But
since the same water cannot follow two paths at once, a critical point
will be found for some
articular thickness ratio, (t/D)
'lhere:
t = Thickness of wall, and
D = Inside diameter of a circular conduit or the hydraulic
diameter of a rectangular conduit.
A conduit with wall thiclknessless than the critical will
have the stream lines directed by the outside surface of the conduit
with the resultant contraction factor of 0.5 and with a loss of fluid
head from consequent expansion. This loss will, of course, vary with
some inverse function of the thickness-ratio and tend to become zero
when (t/D) = 0.206, since this thickness results in the outer sectional area becoming double the inner.
The influence of the end face area however prevails with tle
stronger currents when (t) is greater than (0.05D), that being the
thickness which makes 61 per cent of the inside sectional area equal
50 per cent of the outside sectional area.
Experiments verify the above analysis and indicate a loss of
head consistent with the assumption that the stream lines are directed
by the outer surface of the conduit, for all thicknesses of wall less
than 1/20 of the conduit diameter. For conduits hving
walls thicker
than 1/20 of inside diameter, the coefficient of head loss is equal
to 0.41, indicating the correctness of the assumption that the stream
lines in such cases are directed by the intake end face.
Fig.No. 86
attached here shows the influence of wall thickness
on the fluid head loss, at the re-entrant intake.
Loss of Fluid Pressure at Rounded
intakes
A well-rounded bell-mouth entrance to either a square-edged or
a re-entrant intake permits the fluid to enter the conduit with practically no loss of head. As explained under description of "Suppression
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of Jet Contraction By means of Bell Intake to the Orifice", this is
due to the fact that the entering stream does not contract, therefore it has no opportunity to expand and produce eddy currents. Since,.
as previously mentioned, contraction is almost completely suppressed
by a correct circular arc of rounding, there is little or no advantage in using other curves.
Critical Radius of Intake Rounding
By critical radius of rounding is meant the smallest possible
radius that will result in the elimination of contraction of the fluid stream and thereby prevent any abrupt stream line expansion and consequent loss of fluid head. If an intake is provided with a mouth just
equal to the area of a plane orifice of such size that it will discharge
3.
stream with cross section equal to that of the conduit, there
will be no expansion within the conduit; and consequently there will
be no pronounced fluid head loss.
In order that the bell-mouth may have this required area,equal to the conduit area divided by 0.61, the diameter of a bellmouth must be greater than the inside diameter of the circular conduit
in proportion to the square root of this ratio. In other words the
diameter of the bell-mouth must be equal to 1.28 D. From this it is
self-evident that the radius of the rounding must equal
1/2(1.28 D-D) = 0.14D
R
= 0.14D
' hlere:
R = Radius of the rounding of the bell-mouth approach to an
intake.
L.
-243
-
D
=
Inside diameter of the conduit.
Similar reasoning can be applied to selection of bell-mouth
intakes to conduit sections other than circular.
Loss of Fluid Pressure at Partially Rounded Intakes
The above analysis may be applied also to any radius of
rounding less than 0.14D. In this case the coefficient of fluid pressure loss will be greater than zero and less than 0.41. The pressure
loss for any special case of intake rounding may be easily computed,
however, by considering it as loss due to abrupt expansion. The section area of the contracted stream in such cases is equal to 61 per
cent of the bell-mouth area, and is smaller than the conduit section
area; consequently the stream upon entering the conduit re-expands to
the full section of the conduit.
Fig.No.
81 shows
graphically the influence of intake rounding
on the coefficient of pressure loss. The curve shown on this graph was
computed from the analytical method described above. Experimental data
agrees well with this theoretical analysis and it may be used without
reservation for all practical calculations and estimates of pressure
loss due to partial rounding of the intake edges.
Loss of Fluid Pressure Due to Abrupt Contraction
of Stream Cross Section
Fluid pressure loss due to a sudden contraction in conduit
cross section results from the ultimate re-expansion of the contracted stream within the narrow portion of the conduit. Fig.No. 8shows
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graphically the manner in which this loss occurs.
The pressure loss caused in tis
mnner
may be computed by
means of a simple equation in the following form:
v2
2g
¥he re:
h = Loss of fluid pressure in terms of fluid head, feet.
v = Fluid velocity in the narrowed downstream section, ft./sec.
Acceleration due to gravity, ft./(sec.)(sec.)
g
K = Factor depending on the rtio
(a/A); in which a = inside
section area of downstream conduit,
nd A = inside area of
upstream conduit, both in terms of sme
Fig.To. 88
units.
gives the relationship between the factor (K) and
the ratio of areas (a/A).
Loss of Fluid Pressure Due to Turbulence and Eddy
Set Up by Change of Stream Direction
Whenever a fluid stream undergoes
sudden change of directi-
on, a certain portion of the initial kinetic energy is lost due to
turbulence
nd eddy currents.
If the cross section area of the fluid stream remains the same
after the change of stream direction, then the stream velocity must
necessarily be the same as before the change in stream direction, and
the kinetic energy loss which occurred during the change of direction
is replenished at
the expense of the fluid static pressure.
Bel'oware described several common instances of change in stream
direction
nd the methods for computing the fluid
they occasion.
pressure
loss which
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Loss of Fluid Pressure Due to 90° Change in Stream
Direction Occurring at an Intersection of Two
Conduits
Figures Nos.89, 90,
illustrate four common instances of flu-
id pressure loss which occurs in 90 degree turns formed at the intersection of two conduits.
In all four cases the fluid pressure loss is given by a simple
equation in the form:
v2
2g
here:
h = Loss of fluid pressure in terms of fluid head, feet.
v = Fluid velocity in the conduit, ft./sec.
g = Acceleration
due to gravity,
ft./(sec.)(sec.)
K = Coefficient of pressure loss, which depends on the nature of the change in stream direction as illustrated on
Figures os.89, and 90.
Loss of Fluid Pressure Due to 90° Changes in Fluid
Stream Direction Occurring in Gradual Turns of
Circular and Rectangular Conduits
Fluid pressure losses occurring due to a gradual change in direction of fluid stream are not subject to simple clculations.
Their
computation involves complex hydrodynamic equations which unfortunately are derived for ideal fluids, thus making the accuracy of their application wrhollydependent on experimental coefficients.
A simpler solution, yet yielding as accurate results as the
of PressureLoss
90
O Chaoe:
Streom Direc eon
6ccUrn~
-9
iO Crcu/ar an'ed
Coef/clients
/P
O
,crriny
;erfagZ
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i
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K= 26
1
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Who
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D,
=/.o
L >4.D,H= 0.88
h=K/2f
2y
7*'4s~;
19,
91
I
I
most complicated procedure known today, is obtained by assuming that
the fluid pressure loss due to gradual change in stream direction constitutes a certain portion of the kinetic energy present in the stream
traveling at a constant average velocity.
Mthematically this is stat-
ed simply as follows:
v2
h=
K 2g
Where:
h = Loss of fluid pressure in terms of fluid head, feet.
v = Fluid velocity in the conduit, ft./sec.
g = Acceleration
due to gravity,
ft./(sec.)(sec.)
K = Coefficient of pressure loss depending on the radius of
the turn in the fluid stream,
nd the form of the conduit
cross section.
Fig.No. 91 attached here shows the relationship between the coefficient of pressure loss (K)
nd the ratio of the turn radius to the
width (or diameter) of the conduit.
The data on which this figure is based has been obtained as a
result of extensive experimentation and can be made with assurance of
satisfactory results in all instances of fluid flow as encountered in
design of small heating boilers.
- 21 7-
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HiiAPTER XVI
:I
~r
RzATIC.hYIJ EBLIS
FOR-S jIs::
CF idA^Zn
BOiLERS
4..
-218-
RCULA:ION
Il
3LALL
£ATINTG
RATIONAL BASIS
OR DESIGJ OF WATER CIRCULATION IN
SIALL HEATING BOILERS
Introduction
Circulation of water in any heating boiler is quite a simple
phenomenon if analyzed from the hydraulic point of view; yet one can
see time and again designs in which circulation is so poor that sections of the heating surface burn out repeatedly, and in which heat
transfer is considerably lower than that possible with a given temperature difference between the hot gases and water at about 200 to 230
OF.
Based on the cause of convection currents, the circulation in
heating boilers can be put into two classes, the hot water boiler circulation and the steam boiler circulation.
Fundamentally water circulation in a steam boiler and water
circulation in the hot water boiler are based on the same laws of hydraulics; however, the phenomenon of natural convection in the steam
boiler is complicated somewhat by the presence of steam in the currents
of water.
In order to simplify the study of circulation
roblem
nd
bring forth the fundamental principles underlying the natural convection in heated water, the discussion is begun with analysis of circulation in hot water heating boilers.
-2 9-
ANTALYSIS OF ?'ATERCIRCULATION IN HOT WrATER
HAAPlING BOILERS
In a hot water heating boiler, or for that matter in any boiler, the water is her.tedusually in a row of parallel compartments.
These compartments may -be formed by no more than two or three partitions, or they may be individual tubes in a bunch of several hundred.
By proper arrangement and interconnection of the several compartments in which the water is being heated, it is possible to secure
the maximum circulation of water that can be attained with a given
size boiler.
A vigorous and correct circulation in the boiler is absolutely necessary to insure the following:
(A) First, r pid starting, i.e.
short heating-up period.
(B) Second, prevention of overheating of the sections exposed
to high temperature radiant flames.
(C) Third, a high rate of heat transfer.
Natural Convection in The Single Compartment Or
Single Cell Hot Water -IeatingBoiler
When water is heated in a single compartment the convection
currents usually tke
the forms shown on Fig.No.
It is easily seen that in a single lrge
92.
water compartment
the velocity of convection currents cannot reach the possible maximum, since it is imoossible to utilize completely the available head
created by the difference in densities between the rising and the
falling currents of water. The principal deterrents to forceful cir-
-2zo0 -
;e
1
t
-0
#0
I
Jzteer
4,
'on
I
,I
I
'errz9
etar
~?:.;,,~.-4
culation are the local convection currents at the various points on
the heated surface and the resulting disturbance of the main convec-
tion streams.
:i.
....
A single compartment boiler presents no danger as far as burn-
,~.~.
ing out is concerned; however, it is very slow in starting-up.
Circulation can be increased considerably in this type of boiler by the simple expedient of breaking up the water space into two
compartments by means of a plate partition as shown in Fig.jNo.93.
In the boiler of design shown in Fig.No.93,
circulation goes
on at the same rate around its circumference.
Natural Convection In a Hot Water Heating Boiler
With An Extensive Heating Surface
Any heating boiler of a design incorporating a considerable
amount of heating surface as compared to its volume is usually constructed so that an appreciable portion of te
surface is formed in-
to compartments which heat the water in parallel, i.e. at same con=-~,,.;:,..,:.,
ditions of heat transfer.
ater circulation in such boilers presents
an entirely different picture from that found in a simple single compartment type.
In a complex hot water boiler design, and for that matter in
steam boiler design, the first problem that one encounters is the sub~division
of water circulation currents among the parallel passages in
'.1,-::--,..
which the water.is being heated.
Assume that a hot water boiler design is proposed similar to
X:':'"~"~`·
that shown on Fig.No. 4 ; then, study and
nalysis of circulation in
this hypothetical boiler is best accomplished in the following manner:
Si.P
_
..k;d
Figures Nos.94-Aand 94boiler channels
show water circulating through the
aving walls heated by flames and hot gases; Fig.No.
94-4shows downward
nd Fig.No.4-Bupward
flow.
(A) Assume that the stream of comparatively cold water bing
heated has been divided equally among the downcoming channels,ql, q,
q3 , q4
having initially equal temperature t
t2
,
tt
t4 .
Now, if of these smaller streams, say q2 , takes up heat a
little faster than the other three; then, t2 becomes greater than t
t
,
, or t4 .
, q
The columns of water q
and q4 become, therefore, slight, q
ly heavier than the column q2 ; the currents q
, 'and q4 commence
, ts
to flow with greater energy, and their velocity increases; t
and t4 commence to become sensibly less than t
,
( this assumes a conconti-
stant water film coefficient of heat transfer) while current q
nues on the contrary to take up more heat and its density decreases
with rise of temperature. In the end, the entire flow of water takes
place through the
branches
q
, q
, and q4 , while in the branch q2
at the same time a reverse current which circuthereis established
lates as
indicated by the dotted arrows on Fig.No.94-A.
Therefore, based on the above demonstration we can state in a
general way that a current of water which is being heated carnnotbe
subdivided equally among descending channels.
(B) However, when subdivision of the stream of circulating water is.made through ascending channels, the results will be as desired.
Assume that a hot water boiler design is
that shown on Fig.No.'L,
roposed similar to
and that the stream of water being heated has
been divided among the ascendingchannels q
,
q
, and
q4
,
has
Co/d
/Wafer
co/a
6ases
.Z.#7,falatla
-/ot
.14later
Fil I -t
f=
oft
dot
14/1.er
aso/es
Gases
o/ad
lafter
79.
igp(--
ing initially eual
t
ter-'perlturs
aad
4
Now, if one of the smaller currents, say q2 , should suddenly
become stronger than the other three, q
ts , or t4 would be greater than t
ts ,
of q
, or q4
,
then, t
,
. But, if t 2 were less than t,
or t 4 , the weight of column q
q3
q3 , or q4 ,--
would be greater than either that
and the flow in the column q2 would decrease by
an amount proportional to the difference in weight between the column
q2 and columns q
, q3 , or q4 .
With gradual decrease in velocity of q2 , t2 would rise, and
gradually approach the temperature in the three other channels; thus,
the flow in all channels would tend to balance itself automatically.
Based on the above demonstrations, a rule can be formulated
stating: That if it is desired to heat several streams of water flowing in parallel, then the streams must be heated in ascending channels
or passages in order to insure uniformity of heating and a vigorous
circulation.
a
i
:,j
I;,
:·,
,a
Forced Circulation of Water in a Hot
:r
:·
--i
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L:
;i
r
,·
·-.
ater Heating
Boiler
The simplest way to insure correct water circulation in a
small heating boiler and all its accompanying advantages is to install a small water pump and thus insure a positive flow in any de-
c-5
i
sired direction.
r
Fig.No. 9
shows a simple diagrammatic arrangement of a small
hot water heating boiler with forced circulation of water.
vWhendesigning the water passages in a hot water boiler with
i
forced convection, the most important things to keep in mind are:
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(a) Equal distribution of water among the several parallel passages, and
(b) Desirability of a low water pressure drop across the boiler.
Equal distribution of water among the parallel passages is insured by laying out the
aths of water flow so as to offer an equal
resistance to.water flow in all channels. The simplest way to accomplish this is by providing small plenum chambers before and after the
passages in which the bulk of the water is to be heated, and by making
the cross section and length of water path the same for all parallel
passages; Fig.o. 9
shows a diagrammatic sketch of such a boiler.
In order to obtain a low water pressure drop through the
boiler, all fittings must be ample in size, all changes in direction
of water currents must be gradual, all water passages should be of sufficient
cross section to permit low velocities, and streamlining of
entrances and outlets should be resorted to. A small increase in cost
of fittings and patterns will result in a design that will require a
smaller water pump motor, and will have
correspondingly lower opera-
ting cost than a similar design without these refinements.
For methods and details of calculation of water pressure drop
and selection of a water pump for a hot water heating boiler, the reader is referred to the chapter on "Application of Fundamentals of Fluid
Flow to Design of Small Heating Boilers".
-
.-L
ANALYSIS OF WATER CIRCULATION IN A SMALL STEAM
HEATING BOILER
Introduction
Circulation in a steam heating boiler has usually a twofold
origin. First of all, generation of steam bubbles at the metal surfaces and within the body of water creates local circulation and turbulences regardless of the design of the boiler; second, properly designed water passages or channels induce long, vigorous convection
currents throughout the boiler.
The force behind
ll circulation in the steam boiler is, of
course, the difference in density between two connected water columns,
which is caused mostly by the presence of steam bubbles in one of the
columns. Difference, in density of columns due to difference in water
temperature is a comparatively negligible factor in production of circulation in a steam heating boiler.
}Mechanismof Circulation
When boiling takes place in any section of the body of heated
water, the generated vapor bubbles rise and on their way upward displace and carry along a certain amount of water from the lower to the
upper portions of the boiler. The velocity of water carried along in
the stream of rising bubbles depends on three factors as follows:
(a) The rate of steam generation.
(b) The velocity of vapor bubbles.
(c) The shape of the vessel.
I
Velocity of a spherical vpor
bubble in a body of a compara-
tively still water is primarily a function of -threevariables: namely,
(1) Density of water.
(2) Viscosity of water.
(3) The size of the steam bubble.
Qualitatively the nature of this function is easily determined,
since the buoyant force lifting the bubble of vpor
is directly propor-
tional to its volume, while the frictional resistance between the surface of the bubble
nd the water boundary is proportional to the sur-
face of the bubble. However, under actual conditions thia relationship
does not hold completely. The low rate of bubble rise follows the theoretical formula quite closely; but, as the upward bubble velocity increases the acceleration decreases,
nd at a certain rate of rise ac-
celeration of bubbles ceases, resulting in their rise through the remainder of the path at a practically constant velocity.
This loss of acceleration in rate of bubble rise is explained
by the fact that with increase of bubble velocity their shape is changed from spherical to a spheroidal form with consequent increase of the
hydrodynamic resistance or drag factor.
The rate of evaporation divides the phenomenon of bubble rise
in the body of any liquid into two types: first, that of bubble rise
in a quiet body of that liquid; and second, that of bubble rise at a
rate sufficient to cause an appreciable turbulence. The data which applies to the first type is not applicable at all to the second type;
since in the latter, due to a large proportion of vapor bubbles in the
body of liquid, viscosity of the mi:ture is lowered considerably, and
the velocity of bubbles relative to the liquid becomes many times
greater than that of bubbles rising in a quiet body of liquid.
This paper deals primarily with a comparatively high rate of
bubble generation which is always accompanied by a considerable turbulence. The rise of vapor bubbles in a quiet body of water is found
usually only at the start of ebullition and does not last any appreciable length of time.
Induction of circulation in water columns by means of air and
vapor bubbles was investigated
quite thoroughly by Hofer,(See: V.D.I.
Forshungsheft 138); by Behringer and Pickert,(See: V.D.I.- Forshung.
No. 6, 1932); by Schmidt,(See: V.D.I.-Forshung. No. 55,1929); and by
Cleve,(See: V.D.I.-Forshung. 322).
These studies point definitely to the following conclusions:
(1) Relative velocity of vapor bubbles rising through a column of water increases with increase in volume rate of bubble formation. As was explained above, this is caused by decrease in viscosity of the water column due to enrichment with vapor.
(2) Circulation of water also increases with increase of quantity and volume of rising vapor bubbles. This effect is due primarily to increase in number of rising bubbles,and partly to decrease in
viscosity of water-vapor mixture.
nd
Circulation of water, considered as a function of quantity
volume of rising bubbles, passes through a maximum at a definite
or velocity in the column or tube in which circulation tkes
vap-
place.
'Thismaximum coincides with what may be called the limiting velocity
of vapor through the water column, which depends on the cross section
of the tube or the passage in which circulation is considered. At this
limiting velocity vapor does not rise through the water column in the
j.2
2.
form of individual bubbles, but flows upward as a continuous stream
which pushes its way throuEh the whole height o
the column. Natural-
ly, the amount of water circulated by such a continuous stream of vapor is very small.
According to Behringer,(See: Forschung No. 6, V.D.I. 1952), up
to this limiting or "cri-tical"vpor
velocity the circulation of water
in a given tank or column-like passage can be determined by means of
the following empirical equation:
Where: -
(The' symbols have the following meaning when the British
tem of units
sys-
is used..)
W = Volume of water circulated, cu.ft./min.
W
g
.,"
b
= Volume of vpor
=
/ ; where
rising, cu.ft./min.
=
density of a column of water without va-
por bubbies in it, lb./cu.ft.;
m = mean density of
andem
a column of water containing the vapor bubbles, lb./cu.ft.
A = An experiu-ental term showing the loss in water circulation
dependent on the diameter of the tube or passage within
rinichcirculation takresplace, in cu.ft./min.(See Fig. No.
6
B
for a plot of the constant (A) vs. tube diameter.)
= An experimental term which shows the loss in water circu-
l1tion dependent on the volume velocity of vrpor through
the water column, in cu.ft./min. This term Behringer represents by
n empirical equation as follows:
B
B
,'
K(V DT3, here: (
(Also siNo.
see Fig.
= Loss in volume of circulated water, cu.ft./min.
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60 70 80'-[o00
Cl.umn
-1
·-
:·
K
= 0.05
V
= Velocity of vapor
through the water column, ft./sec.
g
= Diameter of tube in which circulation takes place, inches.
D
In order to determine the ratio (b) in
*,
a
the above
iven
equatia
it is first of all necessary to determine the aversge density of
iven water column in which steam is generated.
Assume that the
iven vertical column of water is in a boiler
tube which is heated along its full length, and that the overall heat
I
transfer coefficient is the same at all points of the surface. The
.
·:
steam generated will, of course, make up most of the mixture flowing
-
upward, since the specific volume of steam at 2120 F. is about 1600
times greater than that of equal weight of
.t
j.
qwater
at te
same tempera-
ture.
Now, if we neglect the comparatively minute amount of water
k -
carried
long by the stenm bubbles, the average density of the column
of water-vapor m:ixture is exresed
s follows:
:-'
m=
m
:
1/L fLt(dL)
0
~Where:
m
=
Zean or
= Density
average density of water colman, lb./cu.ft.
at any height (L), lb./cu.ft.
The higher the considered cross section of the boiler tube the
more stepm must flow through it, since it must pass all of the steam
that is generated below it. The volume
any cross section of the tube,
of sleam that
ss'uing tat
L)vg /
-22
12 (36oo00 hfg)
-
through
heat tr-nsfer rate is con-
stnnt at all point3 of the surface, is equal to:
Wg = (q D
passes
:Where:
w = Volume flow of vw or,
cu.ft./sec.
= Rate of heat inflow,
Btu./(hIlr.)(sa.
q
ft.)
D = Internal diameter of tube, inches.
L = Ieight of tube, ft.
v = Specific volume of generated vapor, cu.ft./lb.
g
= Latent heat of v.porization for water, Btu./lb. , corresponding to pressure in the tube.
The volume flow given by this equation corresponds to nominal
velocity equal to:
Vg
g
wrea
I
I
L)vg/4 3200 h
=(q D
P~~~~
2/4(144
i'
Simplifying:
V
= (q L)v
/(75
Dh
This velocity of steam,(V ), is of course treqonly for a
0_
,,
cross section o' te
tube absolutely
the steam rises not at velocity (V ),
ree o'
iwater.
but in the
n the actual case
orm of bubbles at
some velocity (Vb) proportional to the volume of generated steam.
t
the uniform condition of steam generation we have the fol-
lowing relation:
R = VJ/b
Thlen, density
:'here:
= (q L)V rr / (75 D h Ig V)
b
t any height
(L) can be expressed
(l-R)t
1
+
= Density of water-steamn mix-ure
j
as follows:
-230
_
t a given height,
lb./cu.ft.
= Density
Q
of wnter withou steam at the same height,
lb./cu.ft.
- Density of stenam t sme
rherefore,
=/L
oint, lb./cu.ft.
at the mean height of water colurin:
-(q L vv/75
D
V
m=d-1/2( L v/75 D hg Vb)
bg
IHencethe ratio of men
b = mean/'
(q L v
D hfg Vb)
+ 1/2(q
fg L v/7
D f \bTJ
b
is
to
o
= 1-1/2(q
++
)
eual
(dL)
to:
L v /75 D h
V)(l-/
is very smallin comnarison to unity,
For ,a;ter(pl/t)
and
therefore can be neglected; which results in the following form of
equation for (b):
b
3y rmeans of
1l-(q
L v Cr)/(150
Dh
0
'V,)
his equation the value of (b) can be found for any given
vapor bubble velocity through the water column. The terms in this equa-
tion hve the following meaning:
b
= Ratio, no dimensions.
a
= Rate of heat inflow, Btu./(hr.)(sq.ft.)
T.
_
.-. c
-h
f
.llh
ni
wi,.ier
rvlv' nn
ian
r
l
r
vire.
i
4
+
place,ft.
v
'= Specific volume of generated vapor, cu.ft./lb.
-
Diameter of tube inches.
hf, = Latent heat of vaporization for waer, Btu./lb.
V.
i
-~23
= Bubble
velocity
relnive
to vwat-er
in the tube, ft.sec.
I-
Qcvr--'
Fig.No.88
shows the relation between this relative vapor-bubble ve-
locity and the density of water-steam mixture in boiler tubes of variour diameters.
No extrapolation should be mde
on the Fig.No.
98 outside the
area covered by the given curves, since the nature of the phenomenon
chances completely at the boundary conditions. These boundary conditions include, density of water at 212 0 F., density of saturated water
vapor at 2120 F., pipe diameters below 1/2 inches, and pipe diamneters
above five inches. The nature of the phenomena has not yet been studied
outside these boundary conditions; however, this will not prove to be
an obstacle to practical application, since all ordinary problems fall
]j-::
within the area covered by the curves on Fig.No. 9 8 .
One boundary condition that may be met occasionally is boiling
in compartments of larger cross section than that of a five inch tube.
In this case the relative velocity of water vapor bubbles should be
taken as given for the
steam mixture; sinceall
5 inch tube at corresponding density of waterexperimental evidence points to the fact that
for tube or column cross sections greater than that of a 6 inch pipe,
there is no appreciable increase in relative bubble velocity with increase in diameter or cross section area.
Thus it is easily seen that the ratio (b) can be determined
simply
by use of the equation:
b = l-(q L vg)/
(150 D hfg Vb)
in conjunction with the curves on Fig.No. 9 8 in the following manner:
Assume known:
(1) 1 inch diameter tube
t
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(2) Tube height, 4 feet.
(5)
ater boiling at 2120 F.
(4) Heat inflow into the tube, 4000 Btu.r)(sq.ft.)
Required to determine the ratio (b), which may be called the
specific gravity of the water-steam mixture circulating in
iletube.
Solution:
(1) From above
ssumptions
hfg = 970 Btu./lb.
v
g
= 26.8 cu.ft./lb.
(2) Assume a reasonable vapor bubble velocity in the tube, say 5 ft./sec.
(3) Then,
i
b = 1 -(40004-26.8)/(150o1970o5)
b = 1 - o.59 = 0.41 (specific gravity)
(4) Since density of water at 2120 F. is
pproximately 60 lb./cu.ft.;
therefore, density of water-steam mixture in the tube is equal to
··
60 0.41 = 24.6 lb./cu.ft.
(5) From Fig.No.9 8 , note that bubble velocity of 5 ft./sec. corresponds to water-steam mixture density of 25.8 lb./cu.ft.
(6) Try another vapor babble velocity, say of 5.5 ft./sec. Following
the same procedure as given in steps (5) and (4) will give watersteam mixture density of 27.8 lb./cu.ft. At the same time, on Fig.No.
9 8
vapor bubble velocity of 5.5 ft./sec. corresponds to water-steam
mixture density of 24.5 lb./cu.ft.
(7) Plot the assumed values of vapor bubble velocity against density
of water-steam mixture as calculated above in steps (3)and(4) and as
obtained from Fig.No.98 . Draw two curves, one through the calculated
,··
i
,:
points and the other through the points taken from Fig.No.S9 . The in-
i
- 2 33-
tersection of these two curves will give the relative bubble velocity
of generated steam and the density of the water-steam mixture in the
tube; thus, Fig.No.
9
gives 25.45 lb./cu.ft.
or density of water-
steam mixture and 5.14 ft./sec. for vapor bubble velocity in the hypothetical problem given above.
Once density of water-steam mixture is known the ratio (b) is
determined simply by substitution in the equation,
b = em/
qi
Where:
e
= Mean or average density of the water-steam mixture in the
tube, and
= Density of water without steam bubbles and at the same
temperature as the water-steam mixture.
Now,
\
the circulation of water in the tube is found by substituting the
known values of term (W ),(b),(A), and (B) in the equation:
g
, ·
b
Wg( Lb
1
-
A
-
B
Thus:
(1)
Wg = (q D
Where the following is
q
D
=
L)vg/12 60 hfg
given.:
4000 Btu./(hr.)(sq.ft.)
1 inch
=5.14
=
L
1.
v
=4Pt.
g
= 26.8 cu.ft./lb.
hfe = 970 Btu./lb.
fg
Therefore:
Wg = 4000 1
.14 4 26.8/12 60 970
i
= 1.925 cu.ft./min.
:
L-".
.
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99,
(2)Sincefromii
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(5) From Fi.ITo.96-find
b
=
25.45 / 60
nd at 2120 F.
C.425
for tube lit-h i; ternl
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inch, A = 0.17
(4) Also
diameter
FiE o.9 8f.d
from
or-:oponding to internal
tube
of 1 inCl', rAdstemiviocity
J -
/ f6
i D2
/ (4 144)J= 1.925 / 0.527 = 5.5
ft./sec.;
that B = 0.96 cu.ft./min.
(5)
Therefore:
'l - 1. 925
0.425
) - 0.17 -
.96
i, = 1 .425 - 0.17 - 0.96 = 0.295 cu.ft.
The volue of ( 1 )
ltou.h
rob bly in
rror as m'uch rs 5 tO
15:j, is an indication of te probable circulktion in
design nd is
proposed boiler
rticularly useful for roportionin he circult'on
amon-the several pths whic. it m
ight tke.
L
/in.
APPETDIX
CURVES FOR S.PtIFICATICN
L
OF CO.PUTATICON
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