: ae {
Fig eas OE 128 8
RCT Na a
Sig AN alee tl el he a
8 Baca 2
Sie %6 3
: ia :
5 0 80
me eB 2
8 — ene
[as ae aSs = 5
AGES Shae ee vas
Hae
32
100
Bt
ES
Goer 10 20 30 40 R Oe 60 10 80 90
Fic. 125.—Test results of compressor plant No. 3.
mining and other work in which machine drills play an important
part. These losses are always recognized as existing by compressor
builders and by intelligent users, and it is clearly desirable that
properly conducted tests should be made more frequently.
Again, compressor plants generally develop less power than their
full rated capacity. It should be remembered that an air compressor
is essentially a variable speed machine, its speed being regulated by
some form of throttling governor, connected with the air-pressure
regulator. The machine is therefore called on to run only as fast
158 AIR COMPRESSION AND TRANSMISSION
as the demand for air may require. It may be suggested that it
would be well for compressor builders to give in their catalogues
the actual horse-power rating at different speeds, with a table of
ol RADSRGE Ea mE me
SB laaaeimiee ieee aera ma a
Bo A
1600
S
oS
Oo
>
oOo
@o
c=)
o
o
35 © 4 600
0 “10 pave 80 30 i000
Fic. 126.—Test results of compressor plant No. 4.
efficiencies at different loads and speeds, just as is done by some of
the manufacturers of electrical machinery. Catalogues might also
include some definite data respecting the cost per horse-power
delivered by the air end of the compressor at different working
speeds.
CHAPTER XIV
RECEIVERS. MEASUREMENT AND TRANSMISSION OF
COMPRESSED AIR
RECEIVERS
The purpose of installing a receiver is four-fold: First, to equalize
the pulsations in the air coming from the compressor; second, to
collect the water and grease held in suspension by the compressed
air as it leaves the compressor; third, to reduce the friction of air
in the pipe system; and fourth, to cool the air as thoroughly as
possible before entering the transmission system.
It does not act primaiily as a reservoir of power, for in order to
accomplish this its size would become impractical. However, in
8 ‘ For 4'Satety
=3 = ff Lhe | Valve ~,
8 5 Lg) _ foe ». .
TZ
‘|
WTAE
4 i]
|
AWN AH
HI Ht Hk Hl ie
ay Hua H '
fa, pest SISISISESIS SISESISESISLSS 3
ptt V9 its
ghee at pS eR
N
a,
eH
LZZ
ae, 4
Lary)
p~
Fic. 127.—Receiver aftercooler.
compensating for the air pulsations it maintains constant pressure
in the pipe line and in that way reduces friction.
In order to facilitate the removal of water from the compressed
air, it is frequently equipped with a coil of pipes (Fig. 127) filled with
cooling water, in this way serving as an “after-cooler,” as it is
called. When so equipped the difficulty with water in the trans-
mission line and frost at the exhaust pipe of a compressed-air motor
is reduced.
When the pipe line is very long, receivers are placed at both ends
of the pipe; this increases the effectiveness of the receiver and reduces
materially the pipe friction.
159
160 AIR COMPRESSION AND TRANSMISSION
As manufactured, these 1eceivers are usually supplied with a
pressure-gage, safety-valve, blow-off cock and frequently a man-hole.
They are made either horizontal or vertical and of cubical contents
varying usually from 30 to 400 cu. ft. For exceptional cases as
for compressed air-pressure water systems, they are frequently
made much larger.
THE MEASUREMENT OF AIR AND GASES
‘The measurement of compressed air and gas in the commercial
distribution and sale of these commodities and in testing com-
F pressors has attracted a great deal of
Seen te attention in recent times and excel-
Re m ten pane Fe ul lent articles’ are to be found in the
aa ci technical press. The material here
given has been gathered from these
sources and includes some interest-
ing results of tests made in the
Steam and Gas Engineering Labora-
tory of the University of Wisconsin.
“Standards of Measurement.—
In making measurements it is usually
necessary to ascertain the number
of ‘standard cubic feet’ passing in a
given time. The contents of a stan-
dard cubic foot are determined by
the assumed standards of tempera-
ture and pressure used in defining
the unit of measurement. Scientific
data on gases are usually referred to
the freezing temperature of water
: and to the mean barometric pressure.
Fic. 128.—Wet displacement Common commercial standards of
meter. temperature and pressure in gas
measurement are 60° F. and 30 in.
jini
a uideaidtidtin nn : y
it i ce Md
Wt
of mercury, respectively.
‘““A quite general classification of meters includes two main types:
volumetric meters and velocity meters.
‘Volumetric Meters.—Volumetric meters include what are known
as “dry meters,’ operating on the general principle of a bellows, and
‘wet meters.’ The latter are built in large sizes for use at gas works
1The Measurement of Gases, Prof. Carl C. Thomas, Jour. Franklin Inst.,
Nov., 1911. Measurement of Nat. Gas, Thos. R. Weymouth, Jour. A. S. M. E..,
Nov., 1912. Flow of Gas through Lines of Pipe, Forrest M. Towl, Lecture
Columbia Univ., rort.
MEASUREMENT OF COMPRESSED AIR 161
in measuring the gas, as made, before being passed for storage to the
holders (Fig. 128). These meters are known as station meters,
their construction is, in general, that of a drum revolving within a
cylinder or tank which is more than half filled with water. The
revolving drum consists of a shaft carrying three or four partitions
arranged in a spiral form. These partitions emerge in turn from the
water as the shaft revolves, and each forms with the water a water-
sealed compartment, which alternately receives and delivers gas.
The drum receives its motion from the pressure of the gas itself and
the number of revolutions of the shaft when properly calibrated give
an index of the quantity of gas passing through the meter.
In testing air compressors, volumetric methods of measuring the
air compressed are sometimes used by installing three tanks. The
compressor is arranged to discharge constantly into one of these
at a constant pressure. This tank in turn discharges alternately
into either of the other two. It fills one tank while the other is being
discharged to the atmosphere and when the pressure approaches
that of the compressor the discharge is turned into the empty tank.
By noting the temperature and pressure and having the volume of
the two tanks it is possible to calculate the volume of air which each
has received from the compressor.
“Velocity Meters.—Volumetric methods of measurement, how-
ever, are not always feasible nor very satisfactory, and other methods
of measurement depending on the velo-
city of flow of the air or gas have been
developed and made use of in commercial
work. These methods may be separated
into three types: the orifice or Pitot-tube
type, which depends for its operation upon
fundamental principles of hydraulics; the
Venturi meter, which depends upon
thermo-dynamic principles involved in the
adiabatic expansion of the gas or air as it
flows through the reduced cross-sectional
area of the Venturi tube; and the heat
meter, of which the Thomas electric meter,
manufactured by the Cutler-Hammer Co., fy¢. 129.—Simple form of
Milwaukee, Wis., is the best example, in Pitot tube.
which the temperature of the gas or air is
increased through a known range by a measurable amount of heat.
From a knowledge of the specific heat of the gas and air, the weight
of gas or air flowing through the meter is automatically determined
and recorded.
“Ditot Tube.—The Pitot tube (Fig. 129) affords a means of
11 .
162 AIR COMPRESSION AND TRANSMISSION
measuling the velocity of air or gas through a pipe at any given
point in the pipe section. In its simplest form it consists of two
small tubes inserted in the pipe line—one having an opening pointed
up-stream and communicating to one end of a U-tube the pressure
due to velocity head in addition to the static pressure in the pipe;
the other having an opening at right angles to the direction of flow
and communicating to the opposite end of the U-tube the static
pressure only. The difference between these two pressures is the
pressure due to velocity alone, and from this, velocity of the gas or
air in the pipe can be computed by means of the formula v?=2¢h
where h is the static head necessary to give to the air or gas a veloc-
ity of vft. persecond. From a knowledge of the cross-sectional area
as Slots in Sides
or Outer tke wane Z
‘ ‘ LY
Fic. 130.—Modern form of Pitot tube.
of the pipe and the density of gas at observed pressure and tempera-
ture, the quantity passing per unit of time can be computed. Fig.
130 shows a modern type of Pitot tube.
“The velocity of gas flowing through a pipe is not the same at
all points in the section. It falls off gradually from the center out-
ward and very rapidly near the inner skin of the pipe. In order to
obtain accurate results with Pitot tubes, without exploring the pipe
at several different depths, it is necessary to ‘standardize’ the tube
and pipe together and find the depth at which the tube will indicate
the mean velocity; that is, a Pitot tube will not necessarily give
consistent readings if placed in a given position in pipes of different
sizes, different conditions of surface, etc. The tube must be located
with special reference to the size, shape, and condition of pipe with
which it is used. Great care must be taken that the openings
MEASUREMENT OF COMPRESSED AIR 163
through which the pressures are communicated to the U-tube are
properly placed with respect to the direction of flow, and they must
be kept free from deposits.
“The general formula for the Pitot tube and the orifice is derived
from the law of falling bodies. Let
T = absolute temperature of flowing gas, degrees Fahrenheit.
P = absolute pressure of flowing gas, pounds per square inch.
w = weight per cubic foot of flowing gas, at P and T.
G = specific gravity of flowing gas, (air 1.0).
v = actual velocity of flowing gas, feet per second.
h; = height in feet of homogeneous column of gas at P and T
producing 2. 3
h = corresponding height of water column in inches.
W. = weight per cubic foot of water, 62.37 lb. at 60° F.
P, = absolute storage pressure base, pounds per square inch.
[, = absolute storage temperature base, degrees Fahrenheit.
Wa = weight per cubic feet air at 32° F. and 14.7lb.=0.08073 lb.
d = actual inside diameter of pipe or orifice in inches.
E = efficiency of Pitot tube or orifice.
Q = flow in cubic feet per hour at P, and T,.
Then
V=A/2gh; =|2 8 a
ie
W=WaG aT
vy ae pez
OES ita Pal
O= 218.44 ka? a
“Prof. S. W. Robinson who was probably the first to use the
Pitot tube in connection with the flow of natural gas has developed
the following formula which has heen used by natural gas men for
a number of years: |
OQ =1,462,250 d? es) 0.29 os de
This was derived from the formula for adiabatic flow
n—1
oo 2g X44 Po hf Pi\ on ie in which
G1) w |G) geal
164 AIR COMPRESSION AND TRANSMISSION
v = velocity of flowing gas, feet per second.
Py) = absolute pressure of the atmosphere, pounds per square
inch.
n = ratio of the specific heats.
w = weight per cubic foot of gas at pressure P,.
G = specific gravity of gas, air I.
P, = absolute pressure shown by Pitot tube, pounds per square
inch.
d = internal diameter of well mouth, inches.
= open-flow capacity of well, cubic feet per 24 hours.
“Prof. Robinson has computed tables from the above formula
which have been used for years. The computations are based on
the following:
nm =I1.408
2g =04.3
Ps =14.6
Gir=0:0
IE i i Se Rito Ne.
To = absolute temperature of melting ice.
T = absolute temperature of flowing gas.
I’, = absolute temperature of storage.
“Thos. R. Weymouth in his article in the Journ. A. S. M. E.
points out that for natural gas the ratio of the specific heats is more
nearly equal to 1.266 and by using
Le OO nel.
(le ree NE
Vt ae ay)
P, = storage pressure 14.65
the formula becomes:
if 0-21 a
O=1,758,560 ay (44) Sh }*
el AA
“In order to obtain a mean value of / for the use in Pitot tube
measurements Prof. G. J. Davis of the University of Wisconsin
devised the following method which is illustrated in Figs. 131 and
132 showing results of an actual test of a Pitot tube placed tandem
with a Venturi meter and a Thomas electric meter.
‘The horizontal represents distances from the center of the pipe
at which readings of # were observed. On the vertical a suitable
scale of values of \/h is laid off. Readings of ~/h are then plotted
and joined by radial lines to the point representing the center of the
pipe. The intersections of the slanting lines with the perpendiculars
MEASUREMENT OF COMPRESSED AIR 165
representing the positions at which the corresponding values of Vh
were read are points through which a smooth curve can be drawn.
The area under the curve may now be determined and from this
the altitude of a triangle having the same area and base as the
irregular figure will give the mean / to be used in computing the mean
velocity.
‘““The mean velocity V is determined from the formula V? =2¢h
after reducing the # determined to equivalent feet of air. The
pounds per hour will then equal 3,600 AVG where A is the area of
the pipe in square feet.
eee
Gee
A
NAG
\ EN
LAREN GE aces
ae
rey
: ! Val a aa BA
I gt LA
= ieee AA Sa VAC
SSR Zasi ap aaa
3 0.1 FAR =e 5 07 - Puta
A oe. [eal nla
Te ‘CCEA
: FA “OOO sA
} LG 04 J Zt
ott wis =o L EL
02 Eee 2a ae 02 Kt
ale area ae eine it KAZ ie
premanee Sent Center of bier eine Distance from Center oF Pipe, mohes,
Fic. 131.—Graphical method of Fic. 132.—Graphical method of
determining mean head. determining mean head.
V is the velocity in feet per second.
G is the weight of a cubic foot of air as it passed through the pipe.
“‘In measuring air by means of a Pitot tube it is necessary to take
into account the humidity of the atmosphere and make corrections
as indicated in the discussion on Humidity given in Appendix C.
‘‘In measuring large quantities of air in testing air compressors it
is quite a common practice to have the air escape through a suitable
orifice to the atmosphere. An apparatus of this kind is shown in
Fig. 22 and one for large installations in Fig. 133.
“The formula usually used for measuring air under these condi-
tions is
166 AIR COMPRESSION AND TRANSMISSION
ie
W =0.53A Tz where P; is greater than twice atmospheric
pressure.
7 TT, Tt UM, iets
Ui ;
/ “frien, "|
; rT 7 ia ili >
7 i 3 : eit ti! (Uy \
LT. TV. Ahi batons, Hil!
(iil AR aig i ; \
NTR NNN aii AA |i NN
a : a in i ' al
gu a + Ge wy gulls ei
Fic. 133.—Apparatus for measuring large quantities of air.
\
When P, is less than twice atmospheric pressure the formula usually
used is
W =1.060A A eeieee
163
“This last formula, however, is
A not entirely reliable (see ‘Air
Flowing into Atmosphere through
Circular Orifices’ by R. J. Durley,
Trans, ASS. MAES Y ol27
In the above formule
W = weight of air escaping in
pounds per second.
P. = pressure of atmosphere in
pounds per square inch.
P, = pressure before the nozzle
in pounds per square inch
absolute.
(NNhhawm vrssr aa seees.
4 T, = absolute temperature of
SI] Ss . °
NIN air entering the nozzle.
A = area of nozzle in square
foc
“Tn using a nozzle or orifice it
is also necessary to consider the
humidity of the atmosphere in
measuring air.
“St, Johns Meter.—A number of meters have been made making
use of an orifice for measuring the flow of air. Such meters are usu-
PRaveeaaaarvees
Fic. 134.—St. John meter.
MEASUREMENT OF COMPRESSED AIR 167
ally calibrated by means of a gasometer. The St. Johns meter,
Fig. 134, is in effect a variable orifice meter. The position of the
plug S determines the size of the orifice through which the air passes
and a graphical record is kept of the position of this plug on a drum
moved by clock work and by planimetering this chart the average
position can be determined and the consumption be calculated.
‘Venturi Meter.—The Venturi meter, Fig. 135, consists of a throat
or gradually contracted portion of the passage, which causes a de-
ik
{AU IOOU MOOI
Fic. 135.—Venturi tube.
crease in pressure and increase in velocity of the gas flowing through
it.
area of the up-stream section in square feet.
Az = area of throat in square feet.
P, = pressure at up-stream side, pounds per square inch.
P., = pressure at throat, pounds per square inch.
G, = weight of gas at up-stream section, pounds per second.
n = ratio of specific heats, constant pressure to constant
volume.
V2 = velocity of gas at throat, feet per second.
te
O
o
aN
I
“By equating the loss in potential energy to the increase in kinetic
energy it is found that
N
bo
|
Pgs
a
Saas
ty]
Pt aa
to
oR
S
eer 2
NH
=
|
ST ee
|
a
| 3
|
Lon]
dole
pe 4a \7(£2)\2
ae AyIEN Ps
1
ce . ° ie ee °
The quantity flowing O=A2V.G1 (3) ” in cubic feet per second.
1
“Tt is frequently necessary to take small readings of pressures
with both the Pitot tube and Venturi meter, and in order to do this
168 AIR COMPRESSION AND TRANSMISSION
accurately the water columns should be read with a micrometer
gage or differential (inclined) water column.
‘“‘A similar formula for the flow expressed in cubic feet per hour
would be
Po ned
Ts n Jey ‘poe ; Gal
= O40 Ag) ee eee 2\ in
Cee PNG JT; (>,)
“Terms in this formula not appearing in the other are
Q1 = flow in cubic feet per hour.
T, = absolute temperature of gas at entrance.
I, = absolute temperature of storage base pounds per square inch.
P, = absolute pressure of storage base pounds, per square inch.
G = specific gravity of gas, air=1.
“Thomas Meter.—The Thomas electric meter is based upon the
principle of heating the air or gas through a known range of temper-
y L
3
\.
iS
|
Fic. 137.—Diagrammatic sketch of Thomas electric meter.
resistance of the exit thermometer for a rise in temperature of prac-
tically 2° F. The meter in the laboratory of the University
of Wisconsin is for 2.0152° F.
‘The operation of the meter is as follows: With gas flowing through
the meter but with no energy in the heater, and with R; out of cir-
cuit, the two thermometers are brought to the same balance by
means of the balancing rheostat and the galvanometer. Then the
resistance R: is put in circuit and sufficient electrical energy is
supplied to the heater to bring the galvanometer to balance again,
by bringing the exit gas to a temperature 2.0152°, with the meter
mentioned, higher than that of the entering gas. The measuring
instruments in the heater circuit then indicate the energy required
170 AIR COMPRESSION AND TRANSMISSION
to raise the temperature of the air or gas through a known range.
The quantity of gas flowing can be found by the equation
Ww a 3412k
ts
where W is the number of pounds of gas or air per hour, # the amount
of energy supplied in watts per hour, ¢ the rise of temperature in
degrees Fahrenheit, and s the specific heat at constant pressure of
the gas or air.
“With the laboratory meter the air flowing through the meter
per minute is given by the formula 0.028218 E;.
“In applying this meter to gases it is necessary to ascertain the
composition of the gases in order to obtain the mean specific heat
for use with the meter.
“The meter in commercial form is equipped with automatic
devices to regulate the flow of current through the heater so as to
maintain a constant difference of temperature between the resistance °
thermometers of 2°. The electrical instruments for measuring the
consumption of current in the heater are then calibrated to read either
weight or quantity of gas flowing and this reading is recorded
graphically.
“Meter Comparisons.—At the University of Wisconsin tests
were run by placing a Venturi meter, Pitot tube and Thomas meter
SAG To ‘
Sweet
Pitot TORE fom Atte
0
Driven Fan
Fic. 138.—Sketch of meters placed tandem for testing.
in tandem, as shown by Fig. 138. The results of these tests are shown
as Fig. 139. A remarkable similar set of readings were secured.
“In April, 1911, a Thomas meter was tested on a natural-gas line
by comparison with Pitot-tube measurements giving practically iden-
tical results. This meter had a maximum capacity of 750,000 cu. ft.
of free gas per hour and an accurate minimum capacity of 12,500 cu.
MEASUREMENT OF COMPRESSED AIR 171
ft. It gave a continuous graphical record and integrated values of
the gas directly in standard cubic feet at 15.025 lb. absolute pressure
and 60° F., although the pressure of the gas varies from 50 to 200 |b.
gage and the temperature varies with weather conditions. The
specific heat was calculated from an average analysis of the gas for
the standard conditions given above. This particular meter was
placed in a ro-in. line and located about a mile and a half from a very
ena, co
+ Scere ts
Gas Engineering ee
University of Wisconsin, June 2-/9/1
Electric Meter «
Venturi Meter x ———
Pitot Tube o—----
0
0 100 200 300 400 500 600 700 800 900 1000 1100
R.p.M. of Fan
Fic. 139.—Result of test.
complete Pitot-tube meter station. A 22-hour comparative test
showed a difference of 0.2 per cent. between the two meters and a
similar comparative test from April 17 to June 3, 1911, showed the
same difference.”’
_ PIPE LINES!
“The transporting of gas or air requires a line which shall be “air
tight.” It is much more difficult to make a line to hold gas or air
under pressure than it is to hold a liquid. Trouble has been expe-
rienced in almost all lines built for high pressure on account of the
leaking of the gas at the couplings. The first high-pressure lines
were laid with bell and spigot joints, caulked with lead. The lines
1 Forrest M. Towl, Lecture Columbia University, 1o1t1.
siz AIR COMPRESSION AND TRANSMISSION
might be tight when they were first laid but the movement in expand-
ing and contracting soon caused them to leak in large amounts.
‘The next lines used were of wrought iron or steel pipe with screw
joints. While these held much better than the bell and spigot type,
there was still enough leakage to make it desirable to have a more
perfect joint. The leakage on some of the earlier screw-joint gas
lines was such that by putting a rubber bag over the coupling, gas
could often be collected at the rate of from 20 to 50 cu. ft. per hour,
or enough to run a good-sized torch. This was true of lines up to
8 or ro in. in diameter. When the lines became larger, the leakage
increased so much that it was practically impossible to use large
size lines and get a large percentage of the product at the market.
‘‘As the demand for natural gas increased, it became necessary
to use larger lines, and a rubber packed stuffing-box was developed.
The first successful joint of this kind in the market was the Dresser
coupler, and it is due largely to this and other couplings that the
natural-gas industry has become so great. |
‘Dresser Coupler.—The Dresser coupler consists of a sleeve into
which the ends of the pipe are placed. There is a projection at the
center of the sleeve so that the ends of the pipe
will be each inserted into the sleeve the same
distance. This sleeve acts as a follower to
compress rubber in an annular space into the
end rings which are drawn together by bolts.
The rubber is surrounded on one side by the
pipe, on another by the body of the coupling, and
Fic. 140.—Dresser On the remaining side by the end rings so that
pipe coupler. there is very little of the surface of the rubber
exposed either to the gas on the inside or the
air on the outside of the line. It is found that these joints will last
for years. (Fig. 140 shows a cross-section of the Dresser coupler.)
‘‘“Hammon Coupler.—The Hammon coupler is a modification of
the Dresser, one of the principal features of which is that the pro-
jection at the center of the sleeve is made by lugs welded onto the
sleeve. When it becomes necessary to take apart one of these
couplers, the lugs can be broken off and the coupler slipped back so
as to allow the pipe to be easily removed. (Fig. 141 shows the Ham-
mon coupler.)
‘Lines of pipe can be built in almost any kind of country, but it
is necessary in some places to arrange to keep the lines from acting
as a Bourbon tube and expanding in one direction until the ends
of the pipe may be pulled out of the coupling. To avoid this trouble
it is customary in such places as river crossings to use screw pipe,
and to place over the collar a clamp which is constructed to make a
rubber joint between the ends of the collar and the pipe.
\
) } tt
iain
PS SS SSS SB
RS ca
ereveereeenrrnrnrernrrrrrr rr
MEASUREMENT OF COMPRESSED AIR 173
“For power-transmission lines or for temporary gas lines, where
the distances are short or the service temporary, it is not considered
necessary to bury the pipe, it will be found that the screw-joint pipe
is satisfactory, but for other
natural-gas or air service, the
rubber coupling has many things
to recommend it, and when the
capacity requires large pipe, it is
almost absolutely necessary to use
this type of coupling. These
coupling have been used for manu-
factured gas, but it is found that
the condensation from the gas
collects in the coupling and soon
causes a leak in the rubber joint.
Work is now in progress to per-
fect a material which will not be
acted upon by the condensation
in the gas and which will make a .
gas-tight joint. Fic. 141.—Hammon pipe coupler.
In using screwed joints for air
it is necessary that the lead, litharge, or other material used at the
joint should be applied on the ends of the pipe and not in the coup-
lings, so that the surplus is brought outside instead of within the
pipe where it may cause a more or less serious obstruction.”
Pipe-line Formulz.—A very simple formula is often used for
calculating pipe lines for compressed air.
Deo a) or pee pi~ bs
Wy V/] Wi
in which
D =the volume of compressed air in cubic feet per minute dis-
charged at the final pressure.
¢ =a coefficient varying with the diameter of tke pipe, as
determined by experiment,
d =diameter of pipe in inches,
1 =length of pipe in feet,
pi =initial gage pressure in pounds per square inch,
p2 =final gage pressure in pounds per square inch,
1 The actual diameters of wrought-iron pipe are not the same as the nomina-
diameters for all sizes. This difference is small, however, except in the 1 1/4 in.
and 1 1/2 in. sizes, the actual diameters of which are 1.38 in. and 1.61 in.
respectively.
174 AIR COMPRESSION AND TRANSMISSION
w, =the density of the air, or its weight in pounds per cubic foot
at the initial pressure #1.
The second form of the formula, as given above, will be found
convenient for most calculations, as the facto1s can be considered in
groups.
In Tables XIII and XIV are given the values of c, d°, and
c\/d5, The values of c show some apparent discrepancy for sizes
of pipe larger than 9 in. but there would be no very material dif-
ferences in the results.
» TABLE XIII
Diameter of pipe, Values of Fifth powers of Values of
inches C d c\/ds
I 45-3 i 45-3
2 5200 a2 207
3 56.5 243 876
4 58.0 1,024 1,856
5 59.0 3,125 3,298
6 59.8 7,776 5,273
7 60.3 16,807 7,317
8 60.7 32,768 10,988
9 61.0 59,049 14,812
IO 61/32 100,000 19,480
i 61.8 161,051 24,800
12 62.0 248,832 30,926
TABLE XIV.—VALUES OF Wi FOR ET ACE EGS pene UP 100 LBS.PER SQUARE
Gage pressure, : | — Gage pressure, =
ap a Vw | pounds - Vw
° 0.0761 0.276 “is 0.3607 0.600
5 0.1020 0.319 60 0. 3866 0.622
ite) 0.1278 0.358 65 eg As 0.642
cf On 527 0.302 70 0.4383 0.662
20 0.1796 0.424 7 o.4042 0.681
25 0.2055 0.453 80 0.4901 0.700
30 O. 2313 0.481 85 0.5160 0.718
25 O.2572 0,507 go 0.5418 Of736
40 0. 2831 0.532 95 0.5677 0.753
A5 ‘0.3090 0.556 Too 0.5936 0.770
50 0.3348 O. 578.2 eva 2 yan a he he al cea OR te ee
MEASUREMENT OF COMPRESSED AIR 175
Mr. Frank Richards gives the following formula for determin-
ing the loss of pressure in pipes:
2h
10,000D°a
from which
10,000D*a
L
V=
In these equations
D=diameter of pipe in inches.
L =\length of pipe in feet.
V =volume of compressed air delivered in cubic feet per min.
H =head of difference of pressure required to overcome friction
and maintain the flow. |
a =constant depending on the diameter of the pipe.
TABLE XV.—VALUES OF a, D' AND Dia FOR WROUGHT-IRON PIPE.
Gane ; Ds Dia
pipe diameter
I in. 0135 I 023%
1% in fans RES Ta52s
Tz in 0.662 7.59 5,03
ain, 0.565 ex 18.08
anit 0.65 97.65 63.47
3 in 0.73 243. ETA
33 in O87 525. 413.2
4 in 0.84 1024. 860.2
5 in 0.934 2125. 2010075
6 in I .000 vie by doe Os
8 in Te ks 32768. 36864.
ro in pane 100000. 120000.
2-10 T20 248832. 213525.
16 in N34 1048575. I4O5001.
20 in 1.4 3200000. 4480000.
24 in I.45 7962624. 11545805.
For example, suppose it is desired to determine the loss in
pressure in transmitting 300 cu. ft. of compressed air per min.
through a 6-in. pipe one mile in length.
L =5280, D*a for a 6-in. pipe=7776
2
Nehey vind eb EBON Ne)
10000 X 7776
6.11 lb.
That is, the pressure drop will be
176 AIR COMPRESSION AND TRANSMISSION
As another example, suppose it is desired to ascertain the
proper size of wrought-iron pipe for transmitting compressed air
from a compressor of 1500 cu. ft. free air capacity per min. at
80 lb. gauge a distance of 2000 ft., with an allowable loss of
pressure of 5 lb.
The pressure at delivery will be 75 lb. gauge or. practically 6
atmospheres. ‘The volume of compressed air delivered per minute
will be:
1500+6=250 cu. ft. per min. =V
As H=5 the formula
Paes
tooo0oH
250” X 2000
10000 X 5 ere
From Table XV it is seen that D*a for a 5-in. pipe is 2918.75
and for a 6-in. pipe 7776. This would indicate the advisability of
selecting 5-in. pipe for the conditions of this problem.
The friction in pipe elbows may be expressed in terms of
equivalent lengths of straight pipe. Elbows having the largest
radius will naturally give the least friction and the accompanying
table as given by the Norwalk Compressor Co. gives the friction
effect of elbows in terms of the radius.
may be used with proper substitutions, from which
5
TABLE XVI.—FRICTION EFFECT OF ELBOWS IN TERMS OF PIPE LENGTHS
Radius of elbow in
pipe diameters
On
Ww
bo
eS
dle
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vol
ated
[ OH HD
4048) 4065/4082
4216)4232|4249
4378/4393|4409
4533/4548) 4564
| 4683)4698/4713
4857
4997
5119/5132
5250/5263
5366!5378/5391
4116
4281
4440
4594
4742
4886
5024
5159
5289
5416
3997/4014
41664183
4330/4346
4487/4502
4639) 4654
m bo bo bO bO bo bo bo bo bo
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4786/4800|4814
4928) 4942/4955
5065/5079] 5092
5198}5211/5224
5328/5340) 5353
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CO 00 00 00 CO
bo bo BO bO bo Co WO OO
5490|5502/5514
5611}5623/5635
5729 5740|5752
5843/5855|5866
5955/5966)5977
6064) 6075) 6085
6170/6180/6191
6274/ 6284/6294
6375)/6385|6395
6474/ 6484/6493
5539
5658
5775
5888
5999
6107
6212
6314
6415
6513
5453/5465|5478
5575/5587|5599
5694|5705|5717
5809| 5821/5832
5922/5933|/5944
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6031)|6042|6053
6138/6149/6160
6243/6253/6263
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6444/6454) 6464
a
Co 0) 09 09 OO
6609
6702
6794
6884
6972
7059
7143
6580)6590
6675/6684
6767|6776
6857|6866
6946/6955
7033|7042
7118|7126
6542|6551/6561
6637| 6646/6656
6730|6739|6749
6821/6830|/6839
6911/6920/6928
6998) 7007/7016
7084/7093'7101
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09 09 Oo Oo 09
RNS No, Mon Moy Mo ea eg en
AMARA ARMRAO
AOMINTN NIWA
00 00 00 00 ©
|
|
7168/7177
7251/7259
7332/7340
7185
7267
7348
7202
7284
7364
7210
7292
7372
7226
7308
7388
|
bo bo bo bo bo
bo bo bo © CO
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Or Or Or Or Or
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AOon4nna “I ~I ~I “100 00 CO 00 CO ©
~I ~I ~1 00 00
186
AIR COMPRESSION AND TRANSMISSION
1 2
7419
7497
7574
7649
7723
7796
7868
7938
8000/8007
8069) 8075
8136/8142
8202/8209
8267|8274
8331)8338
8395)/8401
7412
7490
7566
7642
7716
1789
7860
7931
8463
8525
8585
8639/8645
8698/8704
8756/8762
8814/8820
8871'8876
8927/8932
8982/8987
8457
8519
8579
9042
9096
9036
9090
9143/9149
9196/9201
9248/9253
9299/9304
9350/9355
9400/9405
9450/9455
9499/9504
9552
9600
9647
9547
9595
9643
9689/9694
9736/9741
9782)9786
9827/9832
9872/9877
9917/9921
9961/9965
3
7427
7505
7582
7657
7731
4,
7435
7513
7589
7664
7738
7810
7882
7952
8021
8089
8156
8222
8287
8351
8414
8476
8537
8597
8657
8716
8774
8831
8887
8943
8998
9053
9106
9159
9212
9263
9315
9365
9415
9465
9513
9562
9609
9657
9703
9750
9795
9841
9886
9930
9974
LOGARITHMS.
5 6 7 8 9
7443)7451 || 7459|7466)7474
7520|7528 || 7536|7543|7551
7597|7604 || 7612/7619)7627
7672)|7679 || 7686/7694|7701
7745)7752 || 7760|7767|7774
7818|7825 || 7832|7839)7846
7889|7896 || 7903/7910)\7917
7959|}7966 || 7973/7980) 7987
8028/8035 || 8041/8048/8055
8096/8102 || 8109)8116)8122
8162/8169 || 8176)8182)8189
8228/8235 || 8241/8248|/8254
8293/8299 || 8306/8312/8319
8357/8363 || 8370/8376|8382
8420/8426 || 8432)8439)8445
8482/8488 |) 8494/8500/8506
8543/8549 || 8555/8561/8567
8603/8609 || 8615)8621|8627
8663/8669 || 8675/8681/86386
8722/8727 || 8733/8739|8745
8779/8785 || 8791/8797/8802
8837/8842 || 8848/8854/8859
8893 8899 || 8904/8910)8915
8949/8954 || 8960/8965/8971
9004)9009 || 9015)9020)9025
9058/9063 || 9069/9074/9079
9112/9117 || 9122)9128/9133
9165)9170 || 9175)9180/9186
9217/9222 || 9227/9232/9238
9269/9274 || 9279)9284/9289
9320/9325 || 9330/9335/9340
9370/9375 || 9380/9385/9390
9420/9425 || 9430)9435/9440
9469/9474 || 9479)/9484/9489
9518/9523 |) 9528/9533/9538
9566/9571 || 9576|9581/9586
9614/9619 || 9624)/9628)9633
9661/9666 || 9671}9675|9680
9708/9713 || 9717|/9722/9727
9754/9759 || 9763|9768/9773
9800)9805 || 9809/9814/9818
9845/9850 || 9854)9859)/9863
9890/9894 || 9899}/9903)9908
9934/9939 || 9943)/9948)/9952
9978/9983 || 9987/9991/9996
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APPENDIX A 187
The log of 0.483°°*? is found by multiplying the log by the exponent
or 0.42 (9.6839—10) which is 4.067238—4.2. It is difficult to get
the antilog of this directly, but the value of the logarithm is not
changed if a number be added to the first part and subtracted from
the second part to make this —1o. In this case add 5.8 to the first
and substract 5.8 from the second, making the log of 0.4839”
9.8672 —TIo.
The antilog of this is 0.736 plus 0.0004 or 0.7364.
That is, 0.483°°4? is equal to 0.7364.
APPENDIX B
Naperian Logarithms.—The natural, hyperbolic or naperian
logarithm of a number can be found by multiplying the common log-
arithm of the number by 2.3026 but the solution of problems involv-
ing this log or the loge as it is written will be facilitated by the
use of the following tables which read from 1 to 10 by increments
of hundredths.
For example, the loge of 4.36 is given directly as 1.4725.
Characteristics and mantissas are not handled in this table in the
same way as the common logs. But as the log of 43.6 is the same as
the log. of 4.36 X10 this may be found by adding the logse of 4.36
and to. In this case this is the sum of 1.4725 and 2.3026 or 3.7151.
That is, the loge of 43.6 is 3.7151. .
In the same way the loge of .436 is the same as the loge of (4.36
divided by 10) or the loge of 4.36 minus the loge of 10. In this
case it 1S 1.4725—2.3026 or —o.8301. That is the loge of 0.436
is —0.8301, a negative number. }
188
PEAY DIX, B ; 189
€ = 2.7182818 log e = 0.4342945 = M
0 1 2 3 4 5 6 7 8 9
1.0 {0.0000 |0.00995/0.01980,0. 02956/0. 03922\0. 04879|0. 05827/0. 06766|0. 07696/0. 08618
1.1 /0.09531)0.1044 )0.1133 |0.1222 |0.1310 |0.1398 |0.1484 |0.1570 |0.1655 |0.1739
1.2 |0.1823 |0.1906 |0.1988 |0.2070 |0.2151 |0.2231 |0.2311 |0. 2390 |0.2469 |0. 2546
1.3 |0.2624 |0.2700 |0.2776 /0.2852 |0.2927 |0.3001 |0.3075 |0.3148 |0.3221 |0.3293
1.4 |0.3365 |0.3436 |0.3507 |0.3577 {0.3646 |0.3716 |0.3784 |0.3853 » 720 |0.3988
1.5 0.4055 |0.4121 |0.4187 |0.4253 |0.4318 |0.4382 |0.4447 |0.4511 {0.4574 |0.4637
1.6 |0.4700 |0.4762 |0.4824 |0.4886 |0.4947 /0.5008 {0.5068 [0.5128 |0.5188 |0.5247
1.7 |0.5306 |0.5365 |0.5423 |0.5481 /0.5539 /0.5596 |0.5653 |0.5710 |0.5766 |0.5822
1.8 |0.5878 |0.5933 |0.5988 |0.6043 |0.6098 |0.6152 /0.6206 /0.6259 |0.6313 |0. 6366
1.9 |0.6418 |0.6471 |0.6523 [0.6575 |0.6627 |0.6678 /0.6729 |0.6780 |0.6831 |0.6881
2.0 |0.6931 |0.6981 |0.7031 |0.7080 |0.7129 |0.7178 |0.7227 |0.7275 |0.7324 |0.7372
2.1 (0.7419 |0.7467 |0.7514 |0.7561 |0.7608 |0.7655 |0.7701 |0.7747 |0.7793 |0. 7839
2.2 (0.7884 |0.7930 |0.7975 |0.8020 |0.8065 |0.8109 |0.8154 |0.8198 /0.8242 |0.8286
2.3 |0.8329 |0.8372 |0.8416 |0.8459 |0.8502 |0.8544 |0.8587 |0.8629 /0.8671 |0.8713
2.4 |0.8755 |0.8796 |0.8838 |0.8879 /0.8920 |0.8961 /0.9002 |0.9042 |0.9083 |0.9123
2.5 |0.9163 |0.9203 |0.9243 |0.9282 |0.9322 |0.9361 |0.9400 |0.9439 |0.9478 |0.9517
2.6 |0.9555 |0.9594 |0.9632 0.9670 |0.9708 |0.9746 |0.9783 |0.9821 |0.9858 |0.9895
2.7 |0.9933 |0.9969 |1.0006 /1.0043 |1.0080 {1.0116 |1.0152 |1.0188 /1.0225 |1.0260
2.8 |1.0296 {1.0332 |1.0367 |1.0403 |1.0438 |1.0473 |1.0508 [1.0543 |1.0578 |1.0613
2.9 {1.0647 |1.0682 |1.0716 {1.0750 |1.0784 |1.0818 |1.0852 |1.0886 |1.0919 [1.0953
3.0 {1.0986 |1.1019 (1.1053 |1.1086 )1.1119 |1.1151 {1.1184 |1.1217 {1.1249 /1.1282
13.1 (1.1314 |1.1346 )1.1378 |1.1410 |1.1442 |1.1474 )1.1506 1.1537 |1.1569 /1.1600
3.2 /1.1632 /1.1663 |1.1694 |1.1725 |1.1756 {1.1787 |1.1817 |1.1848 |1.1878 |1.1909
3.3 {1.1939 |1.1969 |1.2000 {1.2030 |1.2060 {1.2090 [1.2119 |1.2149 {1.2179 |1.2208
3.4 {1.2238 |1.2267 |1.2296 |1.2326 {1.2355 |1.2384 [1.2413 |1.2442 (1.2470 |1. 2499
3.5 /1.2528 |1.2556 |1.2585 |1.2613 |1.2641 {1.2669 |1.2698 |1.2726 |1.2754 |1.2782
3.6 [1.2809 |1.2837 |1.2865 |1.2892 |1.2920 {1.2947 |1.2975 |1.3002 {1.3029 /1.3056
3.7 {1.3083 |1.3110 |1.3137 [1.3164 |1.3191 {1.3218 |1.3244 |1.3271 |1.3297 |1.3324
3.8 {1.3350 |1.3376 |1.3403 |1.3429 |1.3455 |1.3481 |1.3507 |1.3533 |1.3558 |1.3584
3.9 {1.3610 /1.3635 |1.3661 |1.3686 |1.3712 |1.3737 |1.3762 |1.3788 |1.3813 |1. 3838
4.0 {1.3863 |1.3888 {1.3913 |1.3938 /1.3962 |1.3987 |1.4012 |1.4036 |1.4061 |1. 4085
4.1 {1.4110 |1.4134 |1.4159 |1.4183 |1.4207 |1.4231 |1.4255 |1.4279 |1. 4303 |1.4327
4.2 |1.4351 |1.4375 |1.4398 |1.4422 |1.4446 |1.4469 [1.4493 |1.4516 /1. 4540 |1.4563
4.3 |1.4586 |1.4609 |1.4633 |1.4656 |1.4679 /1.4702 |1.4725 |1.4748 |1.4770 |1.4793
4.4 |1.4816 |1.4839 |1.4861 |1.4884 |1.4907 |1.4929 |1.4951 |1.4974 |1.4996 |1.5019
4.5 |1.5041 |1.5063 |1.5085 |1.5107 {1.5129 |1.5151 |1.5173 [1.5195 [1.5217 [1.5239
4.6 |1.5261 |1.5282 |1.5304 |1.5326 |1.5347 |1.5369 |1.5390 |1.5412 |1.5433 |1.5454
4,7 |1.5476 |1.5497 |1.5518 |1.5539 |1.5560 /1.5581 |1.5602 |1.5623 |1.5644 /1.5665
4.8 |1.5686 |1.5707 |1.5728 |1.5748 |1.5769 {1.5790 {1.5810 1.5831 (1.5851 |1.5872
4.9 1.5892 |1.5913 |1.5933 |1.5953 {1.5974 |1.5994 {1.6014 |1.6034 |1.6054 |1.6074
5.0 {1.6094 [1.6114 |1.6134 |1.6154 |1.6174 {1.6194 |1.6214 |1.6233 (1.6253 |1.6273
5.1 |1.6292 |1.6312 |1.6332 |1.6351 |1.6371 |1.6390 |1.6409 |1.6429 |1.6448 |1. 6467
5.2 |1.6487 |1.6506 |1.6525 |1.6544 |1.6563 /1.6582 |1.6601 |1.6620 {1.6639 |1.6658
5.3 |1.6677 |1.6696 |1.6715 |1.6734 |1.6752 |1.6771 |1.6790 |1.6808 |1.6827 {1.6845
5.4 |1.6864 |1.6882 |1.6901 |1.6919 |1.6938 |1.6956 |1.6974 |1.6993 |1. 7011 |1.7029
5.5 |1.7047 |1.7066 |1.7884 |1.7102 |1.7120 /1.7138 [1.7156 {1.7174 |1.7192 |1.7210
5.6 (1.7228 |1.7246 |1.7263 |1.7281 |1.7299 |1.7317 [1.7334 [1.7352 |1.7370 |1. 7387
190 AIR COMPRESSION AND TRANSMISSION
NAPERIAN LOGARITHMS.
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APPENDIX C
HYGROMETRY'!
Hygrometry is the measurement of the amount of water vapor in
the atmosphere. There is always more or less water vapor in the
atmosphere depending onits temperature and its degree of saturation.
The study of hygrometry is of increasing importance. It has been
found by experience that the moisture in air has a marked effect on
many industrial processes, suchas the spinning of cotton, the smelting
of iron in blast furnaces and the ventilation of factories and other
buildings. It isalso necessary to know the amount of moisture pres-
ent in all measurement of air or gases and in tests of machin-
ery for handling the same.
According to Dalton’s law, when a mixture of two gases fills a space
of, say, 1 cu. ft., the pressure in the space is the sum of the two pres-
sures that would be produced by a cubic foot of each of the gases alone
at the same temperature. In the same manner a mixture of air and
vapor hasa pressure which is the sum of the pressure of an equal vol-
ume of dry air, and of vapor alone, each at the given temperature
of the mixture. Air and vapor occur in mixtures varying from prac-
tically dry air to a state of saturation such that any addition to the
mixture of vapor at the same temperature causes a portion to con-
dense. To every temperature there corresponds a certain water-
vapor pressure or partial pressure which may be found in steam
tables such as ‘“‘ Marks and Davis” or ‘‘ Peabody’s.”’
Air in actual practice rarely contains vapor with 1oo per cent. sat-
uration and the weight of water vapor present is less than the maxi-
mum for that temperature of air. The air is then said to be only
partially saturated, and the degree of saturation is expressed by the
ratio of the weight of water vapor actually contained in a given space
to the maximum weight that the space can contain under the condi-
tions of absolute pressures and temperatures existing at that time.
This ratio is known as the “Relative Humidity.”
Absolute Humidity.—The absolute humidity is the weight of water
1 Christie’s and Kowalke’s Steam and Gas Engineering Laboratory Notes.
191
192 AIR COMPRESSION AND TRANSMISSION
vapor that 1 cu. ft. actually contains under the given pressure and
temperature conditions.
Relative Humidity.—Relative humidity is usually determined by
means of psychrometers or wet -and dry-bulb thermometers. These
consist of two thermometers fastened to a frame and placed in a
current of air. The bulb of one thermometer is kept covered with
cotton wick and is kept thoroughly wet with water at room tempera-
ture. Ifthe airis not saturated, evaporation will take place from the
wet bulb and its temperature will be lowered by the abstraction of
the latent heat of the water. This lowering of the temperature
has been found to be a measure of the relative humidity.
Psychrometers.—Psychrometers are made in two types, stationary
and sling. In the sling psychrometer the wick is moistened and the
whole frame whirled around by a handle for 15 or 20 seconds. The
wet bulb thermometer is read immediately after stopping. By the
use of Chart A of the accompanying diagram the relative humidity
may be obtained from the readings of the two thermometers. For
example, if the dry-bulb thermometer shows a reading of 72° and the
wet bulb 61°, or a difference of 11°, the relative humidity is 52.6 per
cent., if the atmospheric pressure is 30 in. of mercury.. Ifthe atmos-
pheric pressure is 28 in. the chart reading should be increased 2X 1/100
of 52.6 or 1.05, making the corrected relative humidity 53.65 per cent.
In making accurate measurements of air it is necessary to deter-
mine carefully the weight of moisture present in the atmosphere and
the volume occupied by this vapor. In order to do this, reference is
made to data regarding the density of vapor at various temperatures
and pressures. This information is given in most steam tables and
the following figures have been taken from Marks and Davis tables.
The density or weight of the vapor per cubic foot isshown graphically
in Chart C of the large diagram as the line marked 100 per cent.
This same chart also shows weights of the vapor to be used in calcu-
lations with air of various humidities, as shown in the example fol-
lowing’ the tables.
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ee ri
!
i
ed?” be
th ee
r
te te ogee
She a
- nes a
Snes eae! batcs
4
1
- Ne
wh
ert earl
, “to”
“iS
2 tg eg the
: ‘
| mbes wauecs Saaees ta, See eceee eae
ng ;
ae ep
ARs
re
ee ; Ce BNA Ol oss eS
“hd ?
“y ronment 4 ee, «=,
Pea |
AK
¥
~
- ye be ’ * :
- 4 ys 2 , ha . oT a's
> S id =e w ts ee iS a- 3. ~*~ Py a *
~ ’ ¥ 5 . ASA, . f
. : ?
ra . > ;
é
is
sv
.
rT ae,
-
Line OF
obras!
< as
+32 § ape IN ie ner ; no eM ie Ut Oh OSes ey Sis se eS
a & aes im 2% > ‘ .*
a" o> fa: x 4 Er “t-i-* 4 S > ; '
“Fy dee he ee res ~ ¥ a - % - oe a + Anes —
ie. waice OL , ‘ ; 4 S . eH ' r ' : i ¥
*% Oe ela She Se PT : _ ee : bigs ek Poe be) ee
aK % al i er Os: es CSAP Ly anes Se SRS CRN ete er Cone =
= fs . ‘ i , t I oo
oer BEN, t en — SOE ee a Sy ere 1
SESS 2 Soto eae
a ss = = “ e = \ ~ aa a
SSFP a) SIN 1) sear WES COA) SEY SN NNER a Saeco (OOS ESET eS Re Boe a Ee
‘
Temperature of Air or Dry Bulb Thermometer, Degrees Fahrenheit
coy o fo} o So
100 F = = = =:
=
£
5 |
= >! pe
= 2
1
ao
= 3
mod
2 1 4
=
ry 5
S Fe
”
= 7
3
E a
5 aS
&S = v
eer 0 = > §
Pe =<
xk = 10-5
of =
Ee ~v nea
oS —
ae ~ >
3 Fy es
+ Dil
5 eze : 88
EES z
pee bans = = 4 5
o gt =< 2
+fo = cy
© Sts = Ibi
ae =. ©
aS Pte les
£ 3g 50 Ss
oo? ~ 7 3
eg = =
Ss -
-o¢ 18 @
PA See A a
Les 19
mo] rT)
E2555 a:
282" 71 Ps "s
rae y~ (er
oo = o
= 230
ees 1 = al >
Ena So ~ 4 8
-—-> - 3
ot 3 = 25 =
«3530 = =
Ew ~ 75
~F-L17 36
Ea ld e (oa 3
ow 38
=k f
S 39
Yo Oo
Lo ss 40
ce 4l
ov ;’ 42
vo
ge Bi
-=3 0
CHART A
rey re ° 2
is) Ss Ss So So is
105 of, 6
is F : | | TTT y | ourune | | [ Lop
; | OUTLINE OF CALCULATIONS ;
Specific Heat of Air ot 14.5 Lb. per Sq. Ih: + Weight of Water Vapor in Pounds} per Cubic!Foot+ = 2 2 ae. ae + i al Teoh Zz
P 7B. TU; perPound PSb-oe Ieatcvintea from Valves givenin Marke a Dowie Steam Tables i i : 4 das roe ees ieee al a, hu
oO w uw ‘a = : . i e A
Bal ae | lies i Ss S S S | S 3 By Sturated vapor pressure in lbs. per sq. in.(Marks &Davis Stearn Tables used) | we 6 lo or AS? ASD Ay AS 40% 0 fo coe or
S = B ° = Ss S Ss Ss Ss xP r Cent Hurniality | | | | | hae 00045
100 = f Se] a Ea
1 Pala |RT 5 Wee pei W= gt Worx My pe 2 — S ie 33
ge GED AOA oud) 3 8 0.0035 ++ <
90 F5S5|4596+7 ilies! $ [2 =
+ =i =\5 ~—t oO a
nee 448 14.0) x £ o£.
(OB S5\45S9.6 +4) - | a haa a ion ib s 3
L aoa Wo + We) Ser) + Wy Sw) a S + S fe S s
= Way? WeFX 3 Ss
ie i+ ‘cal at VE PX My, Ss >
p + = 0.0030 i 2
£ 85 3 a alae 2
& 3 S ¢ > £
4 i 5 S = co 4° ae
8 2 4 | o wo oe
2 ey a 1 cS 8 tg = ~
+= aH S
S. | Ta r Cor re + x r3 = $
a I SSS AOS ee Se c 0.0025 S18 lst! 3
fe, | LT LY ree |S Tr T || oe s+ rt ‘
= AO = E <> OF ue
S ie | | =a x | ‘a & | AS esc ty Son a > 8
2 | |_| les we ae i 1 fe af e Ss
g = + =H e Fe ii 164 te oe. Re
= & Mo &
Bas a ee Sat ret = a 7 ao020 "4 ‘$ &
: a | : Hts bs Hee EHH Z
£ a Sales = 2 Sy rete re = i
& + | “ 2 ae jee ee 13 RG #3 : sleet &
RG S ~
Rs S| tt Ie Lt + o & a = 5
a {its SLE re mS I &A8 g
70 eS rast i Nes ee 2
cs Heer 1 « AS Lag
is Teo S | es | | ae ~Oy eS | 4
: at = Tl Ss 7 hey * rae Se a e
S 7 y & %S
pee anee fooes Betts HEE
) SEE ee eet Cees . s we S
65 x 8 | - Ly | =e elms} _ &
5S ; x S)
aE Ss 4—S ie ey
[ : t +. ttt eet { :
Ct ae POPE ae a et et 5 ;
= = T ir + + Al | as roe | 3 oa <
= 2 | ©) =
| EEC | aS 7 Tt ;
60 ] leaatssye | ie a CI > = | : L S
« <
a t * es " =
Error in Specific Heat Curves: ; = oe es ee
4100 °F, 100% hurnidity anid pressure of #0 /é or- a at S = e: TI] gs ima iS |
/5.0 |b per sg.in. these vizlves are in errorgof orre %. Bil ie Js iS | [ ze '
At 60°F, 00% humidity arid pressure of 140 /b or + ie [ [ | i © H
18.0 Ib. per sg.in. these values are in errorg ofone % = tn : +—|—+ “tt Ve | et | 2
55 S w ne % .
CHART B CHART C zg : GHART.D * CHART E 8 CHART F g CHART 6
sg s 3 s
Humipiry, WEIGHTS PER CuBIC Foor AND SPECIFIC HEATS oF
W,. C. RowsE, Mapison, Wis.
1
TIXTURES OF AIR AND WATER VAPOR
= 105
95
90
ao
a
s
erature of Air, Degrees Fahrenhe
~~
Temp
65
60
55
APPENDIX, C 193
Tables showing the temperature, pressure, specific volume and density of
steam or water vapor from 32° to 219° F., condensed from Marks’ and Davis’
Steam Tables by permission of the publishers, Longmans, Green & Co.
pO Specific vol., Density,
Temperature :
cea cubic feet pounds per
Pounds per Inches per pound cubic foot
square inch mercury
32 0.0886 0.1804 3,204 ; O.000304
2 2A Be 0.0922 0.1878 ; pL Om ee 19 OC. 0003T0
34 0.0960 0.1955 3,052 0.000328
35 0.0999 0. 2034 2,938 ©.000340
36 0.1040 Oar rn? 2,829 0.000353
27, 0.1081 - 0.2202 ayn 0.000367
38 O.1T25 O.2290 2,626 0.000381
30 Oni170 0.2382 2,530 0.000395
40 OLT227, OV2477 2,438 0.000410
41 0.1265 0.2575 pe Ke. 0.000425
42 0.1315 0.2677 2,266 0.000441
43 0.1366 On 2782 2,185 0.000458
44 0.1420 0. 2890 2,107 0.000475
45 OfT 47s ©. 3002 2,033 0.000492
46 OLDE 32 0.3118 1,961 ©.000510
47 0.1591 0.3238 1,892 ©.000529
48 0.1051 0.3363 1,826 0.000548
49 0.1715 0.3492 1,763 0.000567
50 0.1780 0.3625 1,702 0.000587
51 0.1848 0.3762 1,643 0.000608
52 O.1Q17 0.3903 1,586 0.000630
53 0.1989 ©. 4049 1,532 0.000653
54 0.2063 0.4201 1,480 0.000676
55 0.2140 0.4357 1,430 2.000700
56 0.2219 0.4518 1,381 0.000724
i) 0.2301 0.4684 335 0.000749
58 0.2385 0.4856 1,291 0.000775
59 Os 2472 0.5034 1,249 0.000801
13
194 AIR COMPRESSION AND TRANSMISSION
Pate Specific vol., Density,
Temperature :
re tometer cubic feet pounds per
Pounds per Inches per pound cubic foot
square inch mercury
60 0.2562 0.522 1,208 0.000828
61 O2054 0.541 1,168 0.000856
62 0.2749 0.560 1,130 0.000885
63 0.2847 0.580 1,093 ©.O000Q15
64 ©. 29049 0.601 1,058 0.000946
65 0.3054 oO. 022 1,024 0.000977
66 0.3161 0.644 ggI ©.O001009
67 0. 3272 0.667 959 ©.001043
68 0.3386 0.690 928 O.001077
69 0.3504 On7iA 899 O.OO111I2
70 0.3626 0.739 871 0.001148
71 Bgat 0.764 843 0.001186
7 0. 3880 0.790 817 O.001224
Fes O.4012 0.817 792 0.001263
74 0.4148 0.845 767 ©.001304
ws 0.4288 0.873 743 0.001346
76 0.4432 0.903 720 0.001389
ot 0.4581 0.03% 698 0.001433
78 0.4735 0.964 677 0.001477
79 0.4893 0.996 657 0.001523
80 0.505 I.029 636.8 ©.001570
8I O15 22 ip O0s O17 5 0.001619
82 0.539 1.098 598.7 0.001670
83 OL587 TLi134 580.5 O.001723
84 OVS75 ie 7a 562.9 O20017 77
85 0.594 I. 209 545.9 0.001832
86 O01? 1.248 526:.,5 0.001889
87 0.633 1.289 Bay ©.001947
88 0.654 1 B31 498.4 ©.002007
89 C2075 Daas 483.6 0.002068
go 0.696 TgA17 469.3 O.002131
QI °.718 1.462 455-5 0.002195
92 OL7AT 1.508 442.2 0.002261
93 0.765 T2556 429.4 0.002320
04 0.789 1.605 417.0 0.002398
APPENDIX C 195
Pressure . :
Specific vol., Density,
Temperature 2
Fahrenheit cubic feet pounds per
Pounds per Inches per pound cubic foot
square inch mercury
95 0.813 1.655 405.0 0.002469
96 0.838 1.706 303-4 0.002542
97 0.864 Le 7S0 20242 0.002617
98 0.891 1,813 27 LMA 0.002693
99 0.918 1.869 360.9 0.002771
100 0.946 1.926 350.8 0.002851
IOI 0.975 1.985 GAO 0.002933
102 1.005 2.045 ZZ 1s 0.003017
103 TROZS Siew B2242 0.003104
104 1.066 py hs Sy iew 0.003192
105 1.098 22230 BO4m 7) 0.003282
106 Pers 26303 2960.4 0.003374
107 1.165 gus72 288.3 0.003469
108 I.199 e443 280.5 0.003565
109 re235 2eSLs 27250 0.003664
IIO Lear 2.589 265.5 0.003766
III 1.308 2.665 2522 0.003871
Lis 1.346 2740 oa Ret) 0.003978
by he 14386 2,822 244.7 0.004087
II4 1.426 2.904 238.2 0.004198
II5 1.467 2.987 2270 0.004312
116 I.509 3.072 22573 0.004429
ray 14552 Be ror 219.9 0.004548
118 1.597 2-252 ZrAe TL 0.004671
I1g 1.642 3.344 208.5 0.004796
120 1.689 3.438 203.1 0.004924
I2E 1.736 aoe 197.9 0.005054
22 e705 3.635 192.8 0.005187
123 1.835 By Ta 187.9. 0.005323
124 1.886 3.841 183.1 0.005462
125 1.938 3.948 178.4 0.005605
126 1.992 4.057 17300 0.005751
127 2.047 4.168 169.6 ©.005900
128 21O 4.282 16553 0.006052
129 2.160 4.399 POT SI 0.006207
196 AIR COMPRESSION AND TRANSMISSION
Pena Specific vol., Density,
Temperature ;
ea Nes cubic feet pounds per
Pounds per Inches per pound cubic foot
square inch mercury
130 2270 AasZ TS 7% 0.00637
131 221276 4.64 a5 a2 0.00653
132 2.340 4.76 149.4 0.00669
133 2.403 4.89 145.8 0.00686
134 2.467 5.02 142.2 0.00703
135 2.533 5.16 13027 0.00721
136 2.600 5.29 135.4 0.00739
£37 2.669 5-43 Poza 0.00757
138 R740 5.58 128.9 0.00776
139 2.812 ew ke 125.5 0.00795
140 2.885 5.88 122.3 0.00814
141 2.960 6.03 119.9 0.00834
142 Bk027 6.18 fi721 0.00854
143 Seni as 6.34 114.3 0.00875
144 BOs OF 55 IIr.6 0.00896
145 Bee 77 6.67 109.0 0.00918
146 Be ZOT 6.84 106.5 0.00940
147 3.446 702 104.0 0.00962
148 23:3532 7220 101.6 0.00985
149 3,023 7.38 99.2 0.01008
150 3.714 2A57 96.9 O,O1L0s2
I51 3.809 7 270 04.7 0.01056
152 3.902 7.95 92.6 0.01080
153 3-999 8.14 9005 = O.O1I05
154 4.098 8.34 88.4 O;OEI3I
155 4.199 Gas5 86.4 O.OII57
156 4.303 8.76 84.5 0.01184
r57 4.408 8.98 82.6 O.OI2I1
158 4.515 Q.20 80.7 0.01239
159 4.625 Q.42 78.9 0.01267
160 4.737 9.65 7702 0.01296
161 4.851 9.88 7S uS 0.01325
162 4.967 10.12 fc tates O.01355
163 5.086 10. 36 FORD 0.01386
164 5.208 10.61 70.6 O.OI417
Temperature
Fahrenheit
APPENDIX,C 197
Pressure : ;
Specific vol., Density,
cubic feet pounds per
Pounds per Inches per pound cubic foot
square inch mercury
5-333 10.86 69.1 0.01448
5-460 LLere 67.6 0.01480
5-589 T1245 66.1 O.OI1513
cana LI.65 64.7 0.01546
5.855 II.Q2 63.3 0.01580
5.992 12520 62.0 0.01614
OL 135 12.48 60:7 0.01649
09273 iy | 59.4 0.01685
6.417 13.07 58.1 O-On7 21
6.564 E3437 56.9 0.01758
6.714 E3307 Bey 0.017096
6.867 13.98 54.5 0.01834
i; O23 14.30 53-4 0.01873
Teth2 14.62 cos 0.01912
7-344 14.95 51.2 0.01953
fhe wt 15.29 5O. 15 0.01994
7.68 15403 49.12 0.02036
TEs 15.098 48.12 0.02078
8.02 16.34 47.14 O-O2T2T
8.20 £570 46.18 0.02165
8.38 17.07 Aseas 0.02210
8.57 17.45 44.34 0.02255
8.76 L7os 43.45 0.02301
nOE05 10.22 42.59 0.02348
9.14 18.61 ALTA 0.02396
9.34 19.02 40.91 0.02444
9.54 19.43 40.10 0.02493
9.74 19.83 39.31 0.02544
9.95 20.27 38.54 0.02505
TOL 7 20n7t 37.78 0.02647
10.39 Zia Ds 37.04 0.02700
10.61 21.60 3632 0.02753
10.83 22505 acyo? 0.02807
II.06 PUNE FAnOS 0.02863
71.20 22.99 34.26 0.02919
198 AIR COMPRESSION AND TRANSMISSION
Eres Specific vol., Density,
Temperature ’
Pahreoheit cubic feet pounds per
Pounds per Inches per pound cubic foot
square inch mercury
200 tT ah 2 225A 7 33.60 0.02976
201 11.76 23.95 32.96 0.03034
202 12.0% 24.45 3 2e a3 0.03093
203 12520 24.96 2272 0.03153
204 12555 25.48 Gratz 0.03214
205 T2477 26.00 20,53 0.03276
206 13203 20.53 29.95 0.03339
207 i3430 27.08 29.39 0.03402
208 Tig 554 2763 28.85 0.03466
209 13505 28.19 Baa 0.03531
210 T4512 28.76 27.80 0.03597
Bit 14.41 20.33 27-20 0.03664
Bee I4.70 29.92 26.79 Of02732
213 14.99 202 26.30 0.03802
214 15.29 ar 1s 25202 0.03873
Partial Pressures.—Suppose, for example, the barometers read
29.214 in. of mercury at a temperature of 78° F. Chart F of the
diagram shows that at this temperature 1 in. of mercury corresponds
to a pressure of 0.4889 Ib. per square inch. That is, the barometer
reading of 29.214 in. of mercury corresponds to an absolute pressure
of 14.2827 lb. per square inch. If the air is saturated with moisture
at 78° F., the pressure exerted by this vapor is, as shown from the
tables of Marks and Davis, 0.4735 lb. persquareinch. The pressure
of the dry air present would then be 14.2827—0.4735 or 13.8092
lb. per square inch.
Suppose the psychrometer shows a relative humidity of 40 per
cent. As the vapor pressures are proportional to the absolute
weights, the pressure exerted by the moisture in the air will be
40 per cent. of 0.4735 or 0.1894 lb. per square inch. In this case
the pressure due to the dry air present will be
14.2827 —0.1894 or 14.0933 lb. per square inch.
If it is necessary to find the weight of a cubic foot of this moist
air, this can be found by adding the weight of the cubic foot of dry
ALPEN DIX'G VES})
air at its pressure and temperature to the weight of the vapor
present.
The weight of vapor present is found by multiplying the weight
of a cubic foot of vapor at the given temperature by the relative
humidity. The tables show that 78° F., the weight of a cubic foot
of vapor, is 0.001477. The weight of the vapor present in the
example is 40 per cent. X0.001477 or 0.000501 lb.
The weight of dry air present is found from the formula
BiVa 144 X 14.0933
Sh Sys == - =0.070
53-311 53-3(460+78) Nie
The weight per cubic foot of the air and its accompanying vapor
is
== le
0.000591 +0.070773 =0.071364.
This calculation can be made quite simply by referring to the
various charts of the large diagram. By referring to Chart D it
will be seen that the weight of air at 4o per cent. relative humidity
and 78° F. is .o6992 lb. per cubic foot if the pressure of the atmosphere
is 14 lb. per square inch. In the example given the pressure is
14.2827 lb. per square inch. By referring to Chart E it will be
seen that for the pressure of 14.2827 and temperature of 78° F. a
correction of 0.00144 should be added making the weight per cubic
foot of this mixture
0.06992-+0.00144 or .07136 lb. per cubic foot.
When it is desired to measure air with a Thomas electric meter,
the mean specific heat of the mixture of air and water vapor must
be known. W. H. Carrier in his paper ‘‘ Rational Psychrometric
Formule,” Journal A. S. M. E., Nov., 1911, gives the following
values which represent the results of the more recent investigations
on the specific heat of air and water vapor. Instantaneous specific
heat of air
C pa =0.24112-+0.0000001
where ¢ is the temperature in degrees Fahrenheit; and the instan-
taneous specific heat of water vapor as approximately
C ps =0.4423 +0.0001 8
where ¢ is the temperature in degrees Fahrenheit.
Applying these formule to the example given with temperature
of 78, C pa IS 0.241822 and C ps 1S 0.45634.
200 AIR COMPRESSION AND TRANSMISSION
The mean specific heat can then be found by multiplying the
weight of each substance in the mixture by its specific heat, adding
the products, and dividing the sum by the weight of the mixture.
Thus
For the air, 0.070773 X0.241822 =0.017114
For the moisture, 0.000591 X0.45634 =0.000270
0.017384
Mean specific heat is 0.017384 -+0.071364 or 0.2436.
The mean specific heat may also be obtained by referring to
Chart B of the large diagram. This shows that for the given temp-
erature of 78° F. and a relative humidity of 40 per cent. the mean
specific heat may be taken as 0.2435.
The above principles are applied commercially in testing steam
condensers. An accurate thermometer is placed in the suction
to the dry air pump and a mercury column attached to the same.
In a condenser the conditions are such that the mixture is always
saturated. Hence the pressure due to water vapor passing to the
air pump will equal that due to its temperature as given in the
steam tables. Then the difference between this pressure and that
shown by the mercury column will equal the pressure due to the
dry air in the mixture. If the volumetric efficiency of the air
pump is known, the amount of air pumped can be computed, and
this gives a means of readily checking the condensing equipment
- for air leakage.
The large diagram containing Charts A, B, C, D, E, F and G
was prepared by W. C. Rowse, Instructor in the Steam and Gas
Engineering Department of the University of Wisconsin.
INDEX
Absolute humidity, 191
temperature, 5
zero, 6
Action of piston compressor, 70
Actual card of piston compressor, 78
compression, 75
Advantage of isothermal compressor,
25
of multi-stage compressor, 90
AIT UE
at low pressures, 38, 68
at pressures below the atmosphere,
26,—68
composition, 1
characteristics, 1-4
and energy equations,
10-17
compressor cards, 75
discharge valve, 102
density at various pressures, 174
dry, 4
for cupolas, 39
for forges, 39
for ventilation, 39, 40
free, 2
humidity, 2-6
internal energy, 6, 7, 16
in water, 29
inlet valve, ror
measurement, 160-171
pump, Edwards, 31
U.S. Navy, 30
supply for various buildings and
rooms, 40
Allis Chalmers fan, 65
Altitude effect, 140-144
Anemometers, 43
Apparatus for measuring large quan-
tities of air, 166
Apparent specific heat, 8
volumetric efficiency, 77
Area of inlet valves, 100
of discharge valves, 1or
of fan blast, 43, 62
Arrangements for coupling turbo-
blowers, 125
Arthur compressor, 132
Arthur, Thomas, 132
Automatic valves, 100
Available power, 179
Axial discharge fan, 41
thrust, balancing, 121
Balancing axial thrust, 121
Rateau impellers, 122
by balancing piston, 123
by counter position, 121
by diminishing back area, 122
Baloche and Krahnass compressor,
eWay Bed
Belt regulator, 105, 107
Blast area, fans, 43, 62
Blower capacities, 50
cross section, 50
definitions, 42
efficiency, 81
losses, 81
mixing, 127
Parsons, 114
pressures, 50
Rateau, 114
Blowing engine, 41
Blowers, 41
Boyle’s law, 10
Brake horse-power for fans, 58, 60, 66
Brauer’s method of constructing ex-
ponential curves, 19
Brown, Boveri and Co. turbo-com-
pressor, 117
British thermal unit, 6
Buildings, air required, 40
Calculated and actual horse-power
required for single stage com-
pression, 74
Capacity of blowers, 50
of fans, 42
of intercoolers, 93, 94
201
202
Capacity of receivers, 160
Card of piston compressor, actual, 78
ideal, 77
Cards, combined two-stage, 147
clearance unloader, 112
from air compressors, 70, 75
showing adiabatic and isother-
mal compression, 73
Carrier, W. H., 199
Centrifugal fans, 38-65
Channing, J. Parke, 144
Characteristic and energy equations
fOtedit, 20-87
equation for perfect gas,
IO
Characteristics of air, 1-4
Christie, A. G., 101
Classification of fans and blowers, 41
of valves, 98
Clayton governor, I09
Cleaning valves, 182
Clearance effect, 70, 71, 96, 97, 990
methods of reducing, 71
unloader, 110, 112
> Cards 142
Coefficient of contraction, 43
of efflux, 43, 56
of velocity, 43
Combined cards, two-stage compressor,
147
governor and regulator, 109
Common logarithms, 184-186
Comparative effect of altitude on out-
put, 143
Compensator, hydraulic, 83
lever, 83, 84
weight, 83
Composition of air, 1
Compressed air explosions, 182
Compression, actual, 75
isothermal, 25
line, 73
wet and dry, 74
exponential, 23
Compressor, direct-acting steam, 82
low pressure, 38
tests, 144, 158
Computation of internal or intrinsic
energy. 16
INDEX
Concentration of liquors, 34
Condenser pumps, 27
Cone wheel fans, 65, 66
Constants for pipe formule, 174,175
Construction of equilateral hyperbola,
18, 19
of exponential curves, 19
of isothermal curves, 18
Contraction, coefficient of, 43
Cooling capacity, 93
devices, 117
surface, 93
turbo-compressors, II5
Cost of Taylor compressor at Ains-_
worth, B. C., 136
Coupling compressors, 124
Cross-section, standard blower, 50
piston compressor, 69
Cupolas, air required, 39
Cutler-Hammer Co., 161
Cylinder efficiency, 80
D’Auria system of energy compensa-
tion, 83
Dalton’s law, 191
Davis, G. J., 164
Definitions, fundamental, 5—9
for fans and blowers, 42
Density of air for various pressures, 174
of water vapor, 193-108
Description of fans, 58
Design of fans, 58, 67
of turbo-compressors, 113
Details of piston air compressors, 98-
110
Developed section of Parsons blades,115
Devices, cooling, 117
Diagram, three stage piston compres-
sor, 116
turbo-compressor, 116
Diagrammatic sketch of Thomas elec-
tric meter, 169
Diagrams, graphical, 18-25
Difference between isothermal and
adiabatic compression, 22
Direct acting steam compressor, 82
Disc fan, 58
Discharge from a fan, 57, 59, 66
valve, 102
INDEX
Discharge, area, or
Draft measurement, 43
Dresser coupler, 172
Dry air, 4
pump, 27
Duplex compressor, 86
cross compound steam, two-stage
air compressor, 88
belt driven compressor, 87
steam driven compressor, 87
Durleys Ref. 266
Economic efficiency, 81
Edwards air pump, 31
Effect of altitude, 140-144
of clearance, 70, 71, 96, 97
of changing discharge pressure, 99
of early closing of inlet valve, 73
of pressure on temperature, 4
Effects of heat, 6
of outlet on capacity, 55
Effects of pressure on tempera-
ture A
Efficiency, apparent volumetric, 77
blower, 81
cylinder, 80
economic, 81
of compression, 80
of fans, 45
of Taylor compressor, 134
Efficiencies, 77-82
true volumetric, 80
Efflux, coefficient of, 43, 56
Electric meter, diagram, 169
Energy, 5
compensation, 82-88
in air, 6
Engineering Magazine, 113
Equalizing steam pressure and air
resistance, 82
Equilateral hyperbola, 18, 19
External energy changes, 6
Expansion of casing, 118
Explosions, compressed air, 182
Exponential compression, 23
curve construction, 19
Fan, blast or steel plate, 60
capacity, 42
203
Fan, centrifugal, 38-65
cone wheel, 65-66
definitions, 42
design, 58-67
description, 58
discharge, 58, 59, 66
efficiency, 45
losses, 45
mechanics of, 52
pressure, 42
proportions, 41, 61
radial wheel, 58
speed, 62, 67
Fans, axial, 41
classification of, 41
or blowers, 41
Flow of gas through an orifice, 45, 46
Forges, air required, 39
Forms of poppet valves, ror
Free air, 2
discharge, 42
Friction effect of elbows, 61, 176
Frigells |5.P:.120
Frizell’s compressor, 129
Fundamental definitions, 5-9
Gases in air, I
Governor and regulator combined, 109
Clayton, 109
for electric driven compressors,
107
Nordberg, 109, 110
Grains, vapor per cu. ft. saturated air, 2
Graphical construction of exponential
curve, 18, 19
of isothermal curve, 18, 19
diagrams, 18-25
method of determining
head, 165
mean
Halsey, F. A., 142
Hammon coupler, 172, 173
Heat. 5
added or taken away for iso-
thermal change, 21
for exponential change, 21
etrects.6
taken away during compression,
22
204
Hero’s device for opening temple doors,
VII
fountain, VII
Horse-power, brake for fans, 58, 60, 66
single-stage compression, 74
Horizontal-vertical arrangement of
cylinders, 86
Housing for fans, 42-63
Humidity, absolute, ror
OL aipmtone 1s &
Hydraulic air compression, 129-139
air pump, 26 .
compensator, 83° *
compression losses, 138
compressor, Arthur’s, 132
Baloche and Krahnass, 131, 132.
Taylor’s, 133-137
Hygrometry, 191
Ideal card, piston compressor, 77
Impellers, rotary blowers, 49, 50
Improved cooling, turbo-compressors,
118
Indicator card piston compressor, 70
cards, condenser pumps, 30
Industrial uses vacuum, 32
Ingersoll Rand Co., 103, 111, 112
compressor, 147
Inlet connection, 183
for blowing fan, 61
for exhaust fan, 61
valve, Ior
area, 100
setting, Ior
Intercoolers, 90
capacity, 93
Nordberg, 92
pressure, 93
surface required, 93
types, 92
tubes, 92
with separator, 92
Internal energy changes, 6
or intrinsic energy of air, 7
computation of, 16
acver. (5 Heerco
Jaeger’s turbo-blower, 119
patent impeller, 120
INDEX
Kennedy blowing engine valve, 105
Kowalke, O. L., 191
Krahnass, A., 131
Labyrinth bushing, 120
Law, Boyle’s, 10
of Charles, ro
Leakage past turbo-stages, 120
Lecture by H. deB. Parsons on fans,
41-68
Lever compensation, 83, 84
Leyner air reheater, 177
Liquors, concentration of, 34
Logarithms, common, 184-186
Naperian, 188-190
Loss of capacity due to clearance, 79
of head due to friction in ducts, 47
Losses of blower, 81
of hydraulic compression, 138
Low pressures, compressors, 38
Lubricating compressors, 182
Marks and Davis condensed steam
tables, 193-198
Measurement of compressed air, 160-
171
of draft, 43
of large quantities of air, 166
Measuring vacuums, 27
Mechanical efficiency, 81
valve of Corliss type, 104
valves, 98
Mechanically operated discharge
valve, I0o
Mechanics of the fan, 52
Mercurial air pump, 26
Meter comparisons, 170
test results, 171
Methods of reducing clearance, 71
Mines and Minerals, 144
Mixing blower, 127
Mode of conducting tests, 147
Modern form of Pitot tube, 162
Moisture precipitated from air, 3
Mt. Cenis tunnel, VIIT
Multi-stage compression, 97
advantages, 90
Naperian logarithms, 188-190
INDEX
Net efficiency, 81
Nordberg compressor test, 144
governor, 10g—110
intercooler, 92
Mfg. Co., 109
Norwalk compressor, 84
regulator, 108
Notation of symbols for fan formule,
47
Numerical value of R, 10
Orifice, flow of gas in, 45, 46
Oxygen in air, I
in hydraulic compressed air, 137
Parsons, H. deB., 41-68
blower, 114
blades, 115
Partial pressures, 198
Peele, Robert, 140
Perfect gas, characteristic equation,
IO
intercooling, 93
Peripheral speed of fans, 62, 67
Phenomena of hydraulic air compres-
sion, 137
Pipe couplers, 172, 173
formule, constants, 174, 175
lines, 171-176
line formule, 173
losses, ducts, 48
Piston, balancing, 123
-balanced turbo-compressor, 122
compression, hydraulic, 72
three-stage diagram, 116
compressor action, 70
cross-section, 69
details, 98-112
compressors, 69-77
controlled by multiplicator, 126
-inlet valve, 102, 108
Pitot tube, 161, 162
Pounds of water precipitated per cu.
ft. cooled air, 3
Power, 5
available, 179
consumed by rotary and piston
compressors, 52
for rotary blowers, 51
205
Pressures, blower, 50
oz. per sq. in. in water head to
inches, 44
used for various stages, 90
water column in inches to oz.
per sq. in., 44
Proper receiver pressure for multi-
stage compression, 96
Propeller fan, 58
Proportions of fans and housing, 41, 61
of rotary blowers, 50
Psychrometers, 192
Pump, dry air condenser, 26
Pumps, condenser, 26-30
R, numerical value, 10
Radial wheel fan, 58
Railway and Engineering Review, 130
Rand Imperial unloader, 111
Rateau blower, 114
multiplicator, 125
turbo-compressor, 128
Ratio of air cylinder to low-pressure
steam cylinder, 29
of air cylinder to volume of con-
densed steam, 29
of port to cylinder area, 100
Real specific heat, 8
Receiver aftercoolers, 159
intercoolers, 92
capacity, 160
Receivers, 159
Regulator, belt, 105, 107
and governor combined, 109
Norwalk, 108
Regulators and unloading devices,
105
Relation between altitude and volume,
141
specific heats, 10
Relations between P, v and T for
adiabatic and _ exponentia
changes, 16
Relative humidity, 192
Restricted discharge, 42
Results of meter tests, 171
of tests, 148
Richards, Frank, 175
Right-angle bend resistance, 49
206
Robinson, S. W., 163
Rotary blowing machines, 49
blowers, proportions, 50
Rooms, air required, 40
Rowse, S. W., 200
Runners, 119
Salt evaporating effects, 32
Sangster, Wm., 39
Schmidt, Henry F., 81
Sectional view of Thomas
meter, 168
Selection of air compressors, 179-182
Semi-mechanical valves, 103
Shape of fan blades, 58, 61, 66, 67
Simple form of Pitot tube, 161
Single-stage compression, horse-power
required, 74
Sirocco double inlet fan, 68
Size and type of compressor, 181
of water and air pumps, 28
Sketch of meters placed tandem for
testing, 170
Sommeiller’s compressor, IX
Southwork blowing engine valve, 104
Specific heat, 7
apparent, and real, 8
at constant pressure, 7
at constant volume, 7
at various pressures
peratures, 8
volume of water vapor, 193-1098
Speed of fans, 58, 62, 67
of turbo-compressors, 113
Sperr, aa Ws E36
Sprengle air pump, 26
St. John’s meter, 166
Standards of measurement, 160
Steam cylinder size, 30
Steel plate fans, 61, 64
Straight line compressor, 84
Stuffing boxes, 123
Suction line, 73
Surface of intercoolers, 93
Sullivan air reheater, 177
Mch) Cota 153
Summary of tests, 157
Syphon, 37
bulk head, 131
electric
and tem-
INDEX
Taylor, Charles H., 133
compressor, 133
efficiency, 134
at Ainsworth, B. C., 135
at Magog, Quebec, 134
at Victoria mine Michigan, 136
Temperature, 5
absolute, 5
Temperatures due to adiabatic com-
pression, 22, 23
Test curves, Jaeger’s turbo-blower, 124
of hydraulic compressor, 136
of plant No. 1, 148-151
of plant No. 2, 151-154
of plant No. 3, 154-156
of plant No. 4, 156-157
Tests, mode of conducting, 147
Thomas, Cy Ci rr60
meter, 168
diagram, 169
Three-quarter housed steel plate fan,
64
Tightness between stages, 120
Towl, Forrest, M., 160, 171
Trompe, 129
True volumetric efficiency, 80
Turbine blast or Sirocco fan, 67
Turbo-blower coupling arrangements,
125
ol2s 000 Cutt. 121
of 140,000 cu. ft. capacity, 128
Turbo-compressor cooling, 115
design, 113
diagram, 116
for mixing air and gas, 128
Jaeger’s, 119
Parson’s, 114
Turbo-compressors, 113-128
Two-stage compressor cards, 147
Types of blading, 68
U. S. Navy pump, 30
Uncovering port to release clearance
pressure, 71
Unloader, clearance, 110, 112
Rand Imperial, 111
Unloading devices, 110
Uses of air at low pressures, 38
Usual velocity in ducts, 47
Vacuum cleaners, 36
concentration of liquors, 34, 35
manufacture of salt, 32
measurement, 27
Valve area, 100
of discharge, 101
gear, 179
in cylinder head, 102
mechanical, 98
poppet, Io1
piston-inlet, 102
setting, 101
semi-mechanical, 103
Valves, area of inlet, 100
automatic, 100
classification, 98
cleaning, 182
Vapor in air, 1
Velocity, coefficient of, 43
of air through ports, ror
meters, 161
Ventilation, air required, 39, 40
Venturi meter, 167
vacuum pump, 26
Volumetric efficiency, 77
apparent, 77
true, 80
meters, 160
Water, air in, 29
INDEX 207
Water-cooled turbo-compressor, 117,
118
Water measurements, hydraulic com-
pressor tests, 137
percipitated from compressed air,
3
present in saturated air, 2, 55
required for intercooler, 94
Webb, Richard, L., 146
Weight compensation, 83
of air, 10
Westinghouse air pump, 85
governor, 106
Wet air pump, 27
displacement meter, 160
and dry compression, 74
Weymouth, Thos. R., 164
Wheeler combined pump, 27
condenser pump, 28
Work, 5
done by a compressor, 23
of adiabatic change, 15
of exponential change, 14
of isothermal change, 12
required to move a volume of gas
56
Zero, absolute, 6
Zur Nedden, Franz, 81, 113
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