BOILER ROOM PIPING

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In the design of a steam plant, the piping system should receive the most careful consideration. Aside from the constructive details, good practice in which is fairly well established, the important factors are the size of the piping to be employed and the methods utilized in avoiding difficulties from the presence in the system of water of condensation and the means employed toward reducing radiation losses.

Engineering opinion varies considerably on the question of material of pipes and fittings for different classes of work, and the following is offered simply as a suggestion of what constitutes good representative practice.

All pipe should be of wrought iron or soft steel. Pipe at present is made in “standard”, “extra strong”[76] and “double extra strong” weights. Until recently, a fourth weight approximately 10 per cent lighter than standard and known as “Merchants” was built but the use of this pipe has largely gone out of practice. Pipe sizes, unless otherwise stated, are given in terms of nominal internal diameter. Table 62 gives the dimensions and some general data on standard and extra strong wrought-iron pipe.

TABLE 62
DIMENSIONS OF STANDARD AND EXTRA STRONG[76] WROUGHT-IRON AND STEEL PIPE
Nominal
Size
Diameter Circumference Internal Transverse Area Length
of
Pipe in
Feet per
Square
Foot of
External
Surface
Nominal Weight
Pounds per
Foot
External
Standard
and
Extra
Strong
Internal External
Standard
and
Extra
Strong
Internal
Standard Extra Strong Standard Extra Strong Standard Extra Strong Standard Extra Strong
1/8 .405 .269 .215 1.272 .848 .675 .0573 .0363 9.440 .244 .314
1/4 .540 .364 .302 1.696 1.144 .949 .1041 .0716 7.075 .424 .535
3/8 .675 .493 .423 2.121 1.552 1.329 .1917 .1405 5.657 .567 .738
1/2 .840 .622 .546 2.639 1.957 1.715 .3048 .2341 4.547 .850 1.087
3/4 1.050 .824 .742 3.299 2.589 2.331 .5333 .4324 3.637 1.130 1.473
1 1.315 1.049 .957 4.131 3.292 3.007 .8626 .7193 2.904 1.678 2.171
11/4 1.660 1.380 1.278 5.215 4.335 4.015 1.496 1.287 2.301 2.272 2.996
11/2 1.900 1.610 1.500 5.969 5.061 4.712 2.038 1.767 2.010 2.717 3.631
2 2.375 2.067 1.939 7.461 6.494 6.092 3.356 2.953 1.608 3.652 5.022
21/2 2.875 2.469 2.323 9.032 7.753 7.298 4.784 4.238 1.328 5.793 7.661
3 3.500 3.068 2.900 10.996 9.636 9.111 7.388 6.605 1.091 7.575 10.252
31/2 4.000 3.548 3.364 12.566 11.146 10.568 9.887 8.888 .955 9.109 12.505
4 4.500 4.026 3.826 14.137 12.648 12.020 12.730 11.497 .849 10.790 14.983
41/2 5.000 4.506 4.290 15.708 14.162 13.477 15.961 14.454 .764 12.538 17.611
5 5.563 5.047 4.813 17.477 15.849 15.121 19.990 18.194 .687 14.617 20.778
6 6.625 6.065 5.761 20.813 19.054 18.099 28.888 26.067 .577 18.974 28.573
7 7.625 7.023 6.625 23.955 22.063 20.813 38.738 34.472 .501 23.544 38.048
8 8.625 7.981 7.625 27.096 25.076 23.955 50.040 45.664 .443 28.544 43.388
9 9.625 8.941 8.625 30.238 28.089 27.096 62.776 58.426 .397 33.907 48.728
10 10.750 10.020 9.750 33.772 31.477 30.631 78.839 74.662 .355 40.483 54.735
11 11.750 11.000 10.750 36.914 34.558 33.772 95.033 90.763 .325 45.557 60.075
12 12.750 12.000 11.750 40.055 37.700 36.914 113.098 108.43 .299 49.562 65.415

Dimensions are nominal and except where noted are in inches.

[Pg 309]

In connection with pipe sizes, Table 63, giving certain tube data may be found to be of service.

TABLE 63
TUBE DATA, STANDARD OPEN HEARTH OR LAP WELDED STEEL TUBES
Size
External
Diameter
B. W.
Gauge
Thickness Internal
Diameter
Circumference Transverse Area
Square Inches
Square
Feet of
External
Surface
per Foot
of Length
Length
in Feet
per Square
Foot of
External
Surface
Nominal
Weight
Pounds
per Foot
External Internal External Internal
11/2 10 .134 1.232 4.712 3.870 1.7671 1.1921 .392 2.546 1.955
11/2 9 .148 1.204 4.712 3.782 1.7671 1.1385 .392 2.546 2.137
11/2 8 .165 1.170 4.712 3.676 1.7671 1.0751 .392 2.546 2.353
2 10 .134 1.732 6.283 5.441 3.1416 2.3560 .523 1.909 2.670
2 9 .148 1.704 6.283 5.353 3.1416 2.2778 .523 1.909 2.927
2 8 .165 1.670 6.283 5.246 3.1416 2.1904 .523 1.909 3.234
31/4 11 .120 3.010 10.210 9.456 8.2958 7.1157 .850 1.175 4.011
31/4 10 .134 2.982 10.210 9.368 8.2958 6.9840 .850 1.175 4.459
31/4 9 .148 2.954 10.210 9.280 8.2958 6.8535 .850 1.175 4.903
4 10 .134 3.732 12.566 11.724 12.566 10.939 1.047 .954 5.532
4 9 .148 3.704 12.566 11.636 12.566 10.775 1.047 .954 6.000
4 8 .165 3.670 12.566 11.530 12.566 10.578 1.047 .954 6.758

Dimensions are nominal and except where noted are in inches.

Pipe Material and Thickness—For saturated steam pressures not exceeding 160 pounds, all pipe over 14 inches should be 3/8 inch thick O. D. pipe. All other pipe should be standard full weight, except high pressure feed[77] and blow-off lines, which should be extra strong.

For pressures above 150 pounds up to 200 pounds with superheated steam, all high pressure feed and blow-off lines, high pressure steam lines having threaded flanges, and straight runs and bends of high pressure steam lines 6 inches and under having Van Stone joints should be extra strong. All piping 7 inches and over having Van Stone joints should be full weight soft flanging pipe of special quality. Pipe 14 inches and over should be 3/8 inch thick O. D. pipe. All pipes for these pressures not specified above should be full weight pipe.

Flanges—For saturated steam, 160 pounds working pressure, all flanges for wrought-iron pipe should be cast-iron threaded. All high pressure threaded flanges should have the diameter thickness and drilling in accordance with the “manufacturer’s standard” for “extra heavy” flanges. All low pressure flanges should have diameter, thickness and drilling in accordance with “manufacturer’s standard” for “standard flanges.”

The flanges on high pressure lines should be counterbored to receive pipe and prevent the threads from shouldering. The pipe should be screwed through the flange at least 1/16 inch, placed in machine and after facing off the end one smooth cut should be taken over the face of the flange to make it square with the axis of the pipe.

For pressures above 160 pounds, where superheated steam is used, all high pressure steam lines 4 inches and over should have solid rolled steel flanges and special [Pg 310][Pl 310]
[Pg 311]
upset lapped joints. In the manufacture of such joints, the ends of the pipe are heated and upset against the face of a holding mandrel conforming to the shape of the flange, the lapped portion of the pipe being flattened out against the face of the mandrel, the upsetting action maintaining the desired thickness of the lap. When cool, both sides of the lap are faced to form a uniform thickness and an even bearing against flange and gasket. The joint, therefore, is a strictly metal to metal joint, the flanges merely holding the lapped ends of the pipe against the gasket.

A special grade of soft flanging pipe is selected to prevent breaking. The bending action is a severe test of the pipe and if it withstands the bending process and the pressure tests, the reliability of the joint is assured. Such a joint is called a Van Stone joint, though many modifications and improvements have been made since the joint was originally introduced.

The diameter and thickness of such flanges should be special extra heavy. Such flanges should be turned to diameter, their fronts faced and the backs machined in lieu of spot facing.

In lines other than given for pressures over 150 pounds, all flanges for wrought-iron pipe should be threaded. All threaded flanges for high pressure superheated lines 3½ inches and under should be “semi-steel” extra heavy. Flanges for other than steam lines should be manufacturer’s standard extra heavy.

Welded flanges are frequently used in place of those described with satisfactory results.

Fittings—For saturated steam under pressures up to 160 pounds, all fittings 3½ inches and under should be screwed. Fittings 4 inches and over should have flanged ends. Fittings for this pressure should be of cast iron and should have heavy leads and full taper threads. Flanged fittings in high pressure lines should be extra heavy, and in low pressure lines standard weight. Where possible in high pressure flanges and fittings, bolt surfaces should be spot faced to provide suitable bearing for bolt heads and nuts.

Fittings for superheated steam up to 70 degrees at pressures above 160 pounds are sometimes of cast iron.[78] For superheat above 70 degrees such fittings should be “steel castings” and in general these fittings are recommended for any degree of superheat. Fittings for other than high pressure work may be of cast iron, except where superheated steam is carried, where they should be of “wrought steel” or “hard metal”. Fittings 3½ inches and under should be screwed, 4 inches and over flanged.

Flanges for pressures up to 160 pounds in pipes and fittings for low pressure lines, and any fittings for high pressure lines should have plain faces, smooth tool finish, scored with V-shaped grooves for rubber gaskets. High pressure line flanges should have raised faces, projecting the full available diameter inside the bolt holes. These faces should be similarly scored.

All pipe ½ inch and under should have ground joint unions suitable for the pressure required. Pipe ¾ inch and over should have cast-iron flanged unions. Unions are to be preferred to wrought-iron couplings wherever possible to facilitate dismantling.

Valves—For 150 pounds working pressure, saturated steam, all valves 2 inches and under may have screwed ends; 2½ inches and over should be flanged. All high pressure steam valves 6 inches and over should have suitable by-passes. All valves [Pg 312] for use with superheated steam should be of special construction. For pressures above 160 pounds, where the superheat does not exceed 70 degrees, valve bodies, caps and yokes are sometimes made of cast iron, though ordinarily semi-steel will give better satisfaction. The spindles of such valves should be of bronze and there should be special necks with condensing chambers to prevent the superheated steam from blowing through the packing. For pressures over 160 pounds and degrees of superheat above 70, all valves 3 inches and over should have valve bodies, caps and yokes of steel castings. Spindles should be of some non-corrosive metal, such as “monel metal”. Seat rings should be removable of the same non-corrosive metal as should the spindle seats and plug faces.

All salt water valves should have bronze spindles, sleeves and packing seats.

The suggestions as to flanges for different classes of service made on page 311 hold as well for valve flanges, except that such flanges are not scored.

Automatic stop and check valves are coming into general use with boilers and such use is compulsory under the boiler regulations of certain communities. Where used, they should be preferably placed directly on the boiler nozzle. Where two or more boilers are on one line, in addition to the valve at the boiler, whether this be an automatic valve or a gate valve, there should be an additional gate valve on each boiler branch at the main steam header.

Relief valves should be furnished at the discharge side of each feed pump and on the discharge side of each feed heater of the closed type.

Feed Lines—Feed lines should in all instances be made of extra strong pipe due to the corrosive action of hot feed water. While it has been suggested above that cast-iron threaded flanges should be used in such lines, due to the sudden expansion of such pipe in certain instances cast-iron threaded flanges crack before they become thoroughly heated and expand, and for this reason cast-steel threaded flanges will give more satisfactory results. In some instances, wrought-steel and Van Stone joints have been used in feed lines and this undoubtedly is better practice than the use of cast-steel threaded work, though the additional cost is not warranted in all stations.

Feed valves should always be of the globe pattern. A gate valve cannot be closely regulated and often clatters owing to the pulsations of the feed pump.

Gaskets—For steam and water lines where the pressure does not exceed 160 pounds, wire insertion rubber gaskets 1/16 inch thick will be found to give good service. For low pressure lines, canvas insertion black rubber gaskets are ordinarily used. For oil lines special gaskets are necessary.

For pressure above 160 pounds carrying superheated steam, corrugated steel gaskets extending the full available diameter inside of the bolt holes give good satisfaction. For high pressure water lines wire inserted rubber gaskets are used, and for low pressure flanged joints canvas inserted rubber gaskets.

Size of Steam Lines—The factors affecting the proper size of steam lines are the radiation from such lines and the velocity of steam within them. As the size of the steam line increases, there will be an increase in the radiation.[79] As the size decreases, the steam velocity and the pressure drop for a given quantity of steam naturally increases.

There is a marked tendency in modern practice toward higher steam velocities, particularly in the case of superheated steam. It was formerly considered good practice to limit this velocity to 6000 feet per minute but this figure is to-day considered low.

[Pg 313]

In practice the limiting factor in the velocity advisable is the allowable pressure drop. In the description of the action of the throttling calorimeter, it has been demonstrated that there is no loss accompanying a drop in pressure, the difference in energy between the higher and lower pressures appearing as heat, which, in the case of steam flowing through a pipe, may evaporate any condensation present or may be radiated from the pipe. A decrease in pipe area decreases the radiating surface of the pipe and thus the possible condensation. As the heat liberated by the pressure drop is utilized in overcoming or diminishing the tendency toward condensation and the heat loss through radiation, the steam as it enters the prime mover will be drier or more highly superheated where high steam velocities are used than where they are lower, and if enough excess pressure is carried at the boilers to maintain the desired pressure at the prime mover, the pressure drop results in an actual saving rather than a loss. The whole is analogous to standard practice in electrical distributing systems where generator voltage is adjusted to suit the loss in the feeder lines.

In modern practice, with superheated steam, velocities of 15,000 feet per minute are not unusual and this figure is very frequently exceeded.

Piping System Design—With the proper size of pipe to be used determined, the most important factor is the provision for the removal of water of condensation that will occur in any system. Such condensation cannot be wholly overcome and if the water of condensation is carried to the prime mover, difficulties will invariably result. Water is practically incompressible and its effect when traveling at high velocities differs little from that of a solid body of equal weight, hence impact against elbows, valves or other obstructions, is the equivalent of a heavy hammer blow that may result in the fracture of the pipe. If there is not sufficient water in the system to produce this result, it will certainly cause knocking and vibration in the pipe, resulting eventually in leaky joints. Where the water reaches the prime mover, its effect will vary from disagreeable knocking to disruption. Too frequently when there are disastrous results from such a cause the boilers are blamed for delivering wet steam when, as a matter of fact, the evil is purely a result of poor piping design, the most common cause of such an action being the pocketing of the water in certain parts of the piping from whence it is carried along in slugs by the steam. The action is particularly severe if steam is admitted to a cold pipe containing water, as the water may then form a partial vacuum by condensing the steam and be projected at a very high velocity through the pipes producing a characteristic sharp metallic knock which often causes bursting of the pipe or fittings. The amount of water present through condensation may be appreciated when it is considered that uncovered 6-inch pipe 150 feet long carrying 3600 pounds of high pressure steam per hour will condense approximately 6 per cent of the total steam carried through radiation. It follows that efficient means of removing condensation water are absolutely imperative and the following suggestions as to such means may be of service:

The pitch of all pipe should be in the direction of the flow of steam. Wherever a rise is necessary, a drain should be installed. All main headers and important branches should end in a drop leg and each such drop leg and any low points in the system should be connected to the drainage pump. A similar connection should be made to every fitting where there is danger of a water pocket.

Branch lines should never be taken from the bottom of a main header but where possible should be taken from the top. Each engine supply pipe should have its own [Pg 314] separator placed as near the throttle as possible. Such separators should be drained to the drainage system.

Check valves are frequently placed in drain pipes to prevent steam from entering any portion of the system that may be shut off.

Valves should be so located that they cannot form water pockets when either open or closed. Globe valves will form a water pocket in the piping to which they are connected unless set with the stem horizontal, while gate valves may be set with the spindle vertical or at an angle. Where valves are placed directly on the boiler nozzle, a drain should be provided above them.

High pressure drains should be trapped to both feed heaters and waste headers. Traps and meters should be provided with by-passes. Cylinder drains, heater blow-offs and drains, boiler blow-offs and similar lines should be led to waste. The ends of cylinder drains should not extend below the surface of water, for on starting up or on closing the throttle valve with the drains open, water may be drawn back into the cylinders.

TABLE 64
RADIATION FROM COVERED AND UNCOVERED STEAM PIPES
CALCULATED FOR 160 POUNDS PRESSURE AND 60 DEGREES TEMPERATURE
Pipe
Inches
Thickness of Covering 1/2 inch 3/4 inch 1 inch 11/4 inch 11/2 inch Bare
2 B. t. u. per lineal foot per hour 149 118 99 86 79 597
B. t. u. per square foot per hour 240 190 161 138 127 959
B. t. u. per square foot per hour per
one degree difference in temperature
.770 .613 .519 .445 .410 3.198
4 B. t. u. per lineal foot per hour 247 193 160 139 123 1085
B. t. u. per square foot per hour 210 164 136 118 104 921
B. t. u. per square foot per hour per
one degree difference in temperature
.677 .592 .439 .381 .335 2.970
6 B. t. u. per lineal foot per hour 352 269 221 190 167 1555
B. t. u. per square foot per hour 203 155 127 110 96 897
B. t. u. per square foot per hour per
one degree difference in temperature
.655 .500 .410 .355 .310 2.89
8 B. t. u. per lineal foot per hour 443 337 276 235 207 1994
B. t. u. per square foot per hour 196 149 122 104 92 883
B. t. u. per square foot per hour per
one degree difference in temperature
.632 .481 .394 .335 .297 2.85
10 B. t. u. per lineal foot per hour 549 416 337 287 250 2468
B. t. u. per square foot per hour 195 148 120 102 89 877
B. t. u. per square foot per hour per
one degree difference in temperature
.629 .477 .387 .329 .287 2.83

Covering—Magnesia, canvas covered.

For calculating radiation for pressure and temperature other than 160 pounds, and 60 degrees, use B. t. u. figures for one degree difference.

Radiation from Pipes—The evils of the presence of condensed steam in piping systems have been thoroughly discussed above and in some of the previous articles. [Pg 315] Condensation resulting from radiation, while it cannot be wholly obviated, can, by proper installation, be greatly reduced.

Bare pipe will radiate approximately 3 B. t. u. per hour per square foot of exposed surface per one degree of difference in temperature between the steam contained and the external air. This figure may be reduced to from 0.3 to 0.4 B. t. u. for the same conditions by a 1½ inch insulating covering. Table 64 gives the radiation losses for bare and covered pipes with different thicknesses of magnesia covering.

TABLE 65
APPROXIMATE
EFFICIENCIES OF VARIOUS
COVERINGS REFERRED TO
BARE PIPES
Covering Efficiency
Asbestocel 76.8
Gast’s Air Cell 74.4
Asbesto Sponge Felt 85.0
Magnesia 83.5
Asbestos Navy Brand 82.0
Asbesto Sponge Hair 86.0
Asbestos Fire Felt 73.5

Many experiments have been made as to the relative efficiencies of different kinds of covering. Table 65 gives some approximately relative figures based on one inch covering from experiments by Paulding, Jacobus, Brill and others.

Based on one-inch covering.

The following suggestions may be of service:

Exposed radiating surfaces of all pipes, all high pressure steam flanges, valve bodies and fittings, heaters and separators, should be covered with non-conducting material wherever such covering will improve plant economy. All main steam lines, engine and boiler branches, should be covered with 2 inches of 85 per cent carbonate of magnesia or the equivalent. Other lines may be covered with one inch of the same material. All covering should be sectional in form and large surfaces should be covered with blocks, except where such material would be difficult to install, in which case plastic material should be used. In the case of flanges the covering should be tapered back from the flange in order that the bolts may be removed.

All surfaces should be painted before the covering is applied. Canvas is ordinarily placed over the covering, held in place by wrought-iron or brass bands.

Expansion and Support of Pipe—It is highly important that the piping be so run that there will be no undue strains through the action of expansion. Certain points are usually securely anchored and the expansion of the piping at other points taken care of by providing supports along which the piping will slide or by means of flexible hangers. Where pipe is supported or anchored, it should be from the building structure and not from boilers or prime movers. Where supports are furnished, they should in general be of any of the numerous sliding supports that are available. Expansion is taken care of by such a method of support and by the providing of large radius bends where necessary.

It was formerly believed that piping would actually expand under steam temperatures about one-half the theoretical amount due to the fact that the exterior of the pipe would not reach the full temperature of the steam contained. It would appear, however from recent experiments that such actual expansion will in the case of well-covered pipe be very nearly the theoretical amount. In one case noted, a steam header 293 feet long when heated under a working pressure of 190 pounds, the steam superheated approximately 125 degrees, expanded 8¾ inches; the theoretical amount of expansion under the conditions would be approximately 935/64 inches.
[Pg 316][Pl 316]


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FOOTNOTES

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