If the pipe length is the same as assumed in [the table] but the loss is different, the quantity of steam passing per minute will be,
For any assumed pipe length and loss of pressure, the weight will be,
[TABLE 67] FLOW OF STEAM THROUGH PIPES LENGTH OF PIPE 1000 FEET Discharge in Pounds per Minute corresponding to Drop in Pressure on Right for Pipe Diameters in Inches in Top Line | Drop in Pressure in Pounds per Square Inch corresponding to Discharge on Left: Densities and corresponding Absolute Pressures per Square Inch in First Two Lines |
|---|
| Diameter [82] —Discharge | Density—Pressure—Drop |
|---|
| 12 | 10 | 8 | 6 | 4 | 3 | 2½ | 2 | 1½ | 1 | .208 | .230 | .284 | .328 | .401 | .443 | .506 | .548 |
|---|
| Inches | Inches | Inches | Inches | Inches | Inches | Inches | Inches | Inches | Inch | 90 | 100 | 125 | 150 | 180 | 200 | 230 | 250 |
|---|
| 2328 | 1443 | 799 | 371 | 123. | 55.9 | 28.8 | 18.1 | 6.81 | 2.52 | 18.10 | 16.4 | 13.3 | 11.1 | 9.39 | 8.50 | 7.44 | 6.87 | | 2165 | 1341 | 742 | 344 | 114.6 | 51.9 | 27.6 | 16.8 | 6.52 | 2.34 | 15.60 | 14.1 | 11.4 | 9.60 | 8.09 | 7.33 | 6.41 | 5.92 | | 1996 | 1237 | 685 | 318 | 106.0 | 47.9 | 26.4 | 15.5 | 6.24 | 2.16 | 13.3 | 12.0 | 9.74 | 8.18 | 6.90 | 6.24 | 5.47 | 5.05 | | 1830 | 1134 | 628 | 292 | 97.0 | 43.9 | 25.2 | 14.2 | 5.95 | 1.98 | 11.1 | 10.0 | 8.13 | 6.83 | 5.76 | 5.21 | 4.56 | 4.21 | | 1663 | 1031 | 571 | 265 | 88.2 | 39.9 | 24.0 | 12.9 | 5.67 | 1.80 | 9.25 | 8.36 | 6.78 | 5.69 | 4.80 | 4.34 | 3.80 | 3.51 | | 1580 | 979 | 542 | 252 | 83.8 | 37.9 | 22.8 | 12.3 | 5.29 | 1.71 | 8.33 | 7.53 | 6.10 | 5.13 | 4.32 | 3.91 | 3.42 | 3.16 | | 1497 | 928 | 514 | 239 | 79.4 | 35.9 | 21.6 | 11.6 | 5.00 | 1.62 | 7.48 | 6.76 | 5.48 | 4.60 | 3.88 | 3.51 | 3.07 | 2.84 | | 1414 | 876 | 485 | 226 | 75.0 | 33.9 | 20.4 | 10.9 | 4.72 | 1.53 | 6.67 | 6.03 | 4.88 | 4.10 | 3.46 | 3.13 | 2.74 | 2.53 | | 1331 | 825 | 457 | 212 | 70.6 | 31.9 | 19.2 | 10.3 | 4.43 | 1.44 | 5.91 | 5.35 | 4.33 | 3.64 | 3.07 | 2.78 | 2.43 | 2.24 | | 1248 | 873 | 428 | 199 | 66.2 | 23.9 | 18.0 | 9.68 | 4.15 | 1.35 | 5.19 | 4.69 | 3.80 | 3.19 | 2.69 | 2.44 | 2.13 | 1.97 | | 1164 | 722 | 400 | 186 | 61.7 | 27.9 | 16.8 | 9.03 | 3.86 | 1.26 | 4.52 | 4.09 | 3.31 | 2.78 | 2.34 | 2.12 | 1.86 | 1.72 | | 1081 | 670 | 371 | 172 | 57.3 | 25.9 | 15.6 | 8.38 | 3.68 | 1.17 | 3.90 | 3.53 | 2.86 | 2.40 | 2.02 | 1.83 | 1.60 | 1.48 | | 998 | 619 | 343 | 159 | 52.9 | 23.9 | 14.4 | 7.74 | 3.40 | 1.08 | 3.32 | 3.00 | 2.43 | 2.04 | 1.72 | 1.56 | 1.36 | 1.26 | | 915 | 567 | 314 | 146 | 48.5 | 21.9 | 13.2 | 7.10 | 3.11 | 0.99 | 2.79 | 2.52 | 2.04 | 1.72 | 1.45 | 1.31 | 1.15 | 1.06 | | 832 | 516 | 286 | 132 | 44.1 | 20.0 | 12.0 | 6.45 | 2.83 | 0.90 | 2.31 | 2.09 | 1.69 | 1.42 | 1.20 | 1.08 | .949 | .877 | | 748 | 464 | 257 | 119 | 39.7 | 18.0 | 10.8 | 5.81 | 2.55 | 0.81 | 1.87 | 1.69 | 1.37 | 1.15 | .97 | .878 | .769 | .710 | | 665 | 412 | 228 | 106 | 35.3 | 16.0 | 9.6 | 5.16 | 2.26 | 0.72 | 1.47 | 1.33 | 1.08 | .905 | .762 | .690 | .604 | .558 | | 582 | 361 | 200 | 92.8 | 30.9 | 14.0 | 8.4 | 4.52 | 1.98 | 0.63 | 1.13 | 1.02 | .828 | .695 | .586 | .531 | .456 | .429 | |
To get the pressure drop for lengths other than 1000 feet, multiply by lengths in feet ÷ 1000.
[Pg 320]
Example: Find the weight of steam at 100 pounds initial gauge pressure, which will pass through a 6-inch pipe 720 feet long with a pressure drop of 4 pounds. Under the conditions assumed in [the table] , 293.1 pounds would flow per minute; hence, Q = 293.1, and
| Q 1 | = | 293.1 | ( | | 240 × 6 × 4 | | ––––––––––––––––––– | | 720 × 12 |
| ) ½ | = | 239.9 pounds |
|
[Table 67] may be frequently found to be of service in problems involving the flow of steam. [This table] was calculated by Mr. E. C. Sickles for a pipe 1000 feet long from formula ( [45] ), except that from the use of a value of the constant K = .0026 instead of .0027, the constant in the formula becomes 87.45 instead of 87.