2| 8.9|18.3| 50.3|103 |180 | 285| 420| 585|1020|1610|
| 500 | 2.3| 6.3|12.9| 35.6| 73.1|127 | 200| 295| 410| 720|1140|
| 1000 | 1.6| 4.4| 9.1| 25.2| 51.7| 90.3| 142| 210| 290| 510| 805|
|__________|____|____|____|_____|_____|_____|____|____|____|____|____|
| | |
| Length | |
| of Pipe | |
| [_l_] = | Fall of Pressure in the Pipe [_h_] = 0.75 inch. |
| Feet | |
|__________|_________________________________________________________|
| | | | | | | | | | | | |
| 50 | 8.8|24.4|50.0|138 |280 |495 | 780|1145|1160|2800|4410|
| 100 | 6.2|17.2|35.4| 97.5|200 |350 | 550| 810|1130|1980|3120|
| 250 | 3.9|10.9|22.4| 61.7|126 |220 | 350| 510| 715|1250|1975|
| 500 | 2.8| 7.7|15.8| 43.6| 89.5|156 | 245| 360| 505| 885|1395|
| 1000 | 2.0| 5.4|11.2| 30.8| 63.3|110 | 174| 255| 360| 625| 985|
| 2000 | 1.4| 3.8| 7.9| 21.8| 44.8| 78.2| 123| 181| 250| 440| 695|
|__________|____|____|____|_____|_____|_____|____|____|____|____|____|
| | |
| Length | |
| of Pipe | |
| [_l_] = | Fall of Pressure in the Pipe [_h_] = 1.
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