In using [this table] , the pressures and densities to be considered, as given at the top of the right-hand portion, are the mean of the initial and final pressures and densities. Its use is as follows: Assume an allowable drop of pressure through a given length of pipe. From the value as found in the right-hand column under the column of mean pressure, as determined by the initial and final pressures, pass to the left-hand portion of [the table] along the same line until the quantity is found corresponding to the flow required. The size of the pipe at the head of this column is that which will carry the required amount of steam with the assumed pressure drop.

[The table] may be used conversely to determine the pressure drop through a pipe of a given diameter delivering a specified amount of steam by passing from the known figure in the left to the column on the right headed by the pressure which is the mean of the initial and final pressures corresponding to the drop found and the actual initial pressure present.

[TABLE 68]
FLOW OF STEAM INTO THE ATMOSPHERE
Absolute
Initial
Pressure per
Square Inch
Pounds
Velocity of
Outflow
at Constant
Density
Feet per
Second
Actual
Velocity of
Outflow
Expanded
Feet per
Second
Discharge per
Square Inch
of Orifice
per Minute
Pounds
Horse Power
per
Square Inch
of Orifice if
Horse Power
= 30 Pounds
per Hour
25.378631401 22.81 45.6
30. 8671408 26.84 53.7
40. 8741419 35.18 70.4
50. 8801429 44.06 88.1
60. 8851437 52.59105.2
70. 8891444 61.07122.1
75. 8911447 65.30130.6
90. 8951454 77.94155.9
100. 8981459 86.34172.7
115. 9021466 98.76197.5
135. 9061472115.61231.2
155. 9101478132.21264.4
165. 9121481140.46280.9
215. 9191493181.58363.2

For a given flow of steam and diameter of pipe, the drop in pressure is proportional to the length and if discharge quantities for other lengths of pipe than 1000 feet are required, they may be found by proportion.

Elbows, globe valves and a square-ended entrance to pipes all offer resistance to the passage of steam. It is customary to measure the resistance offered by such construction in terms of the diameter of the pipe. Many formulae have been advanced for computing the length of pipe in diameters equivalent to such fittings or valves which offer resistance. These formulae, however vary widely and for ordinary purposes it will be sufficiently accurate to allow for resistance at the entrance of a pipe a length equal to 60 times the [Pg 321] diameter; for a right angle elbow, a length equal to 40 diameters, and for a globe valve a length equal to 60 diameters.

The flow of steam of a higher toward a lower pressure increases as the difference in pressure increases to a point where the external pressure becomes 58 per cent of the absolute initial pressure. Below this point the flow is neither increased nor decreased by a reduction of the external pressure, even to the extent of a perfect vacuum. The lowest pressure for which this statement holds when steam is discharged into the atmosphere is 25.37 pounds. For any pressure below this figure, the atmospheric pressure, 14.7 pounds, is greater than 58 per cent of the initial pressure. [Table 68] , by D. K. Clark, gives the velocity of outflow at constant density, the actual velocity of outflow expanded (the atmospheric pressure being taken as 14.7 pounds absolute, and the ratio of expansion in the nozzle being 1.624), and the corresponding discharge per square inch of orifice per minute.

Napier deduced an approximate formula for the outflow of steam into the atmosphere which checks closely with the figures just given. This formula is:

W =
p a
––––––
70
( 49 )
WhereW=the pounds of steam flowing per second,
p=the absolute pressure in pounds per square inch,
and a=the area of the orifice in square inches.

In some experiments made by Professor C. H. Peabody, in the flow of steam through pipes from ¼ inch to 1½ inches long and ¼ inch in diameter, with rounded entrances, the greatest difference from Napier’s formula was 3.2 per cent excess of the experimental over the calculated results.