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The pressure head loss (feet H2O per 100 feet pipe) in straight plastic pipes made of materials as PVC, PP, PE, PEH or similar, can be estimated from the table below.
The friction head loss are calculated for PVC pipes Schedule 40 with the Hazen-Williams equation and a Hazen-Williams roughness constant c = 145. Minor loss in fittings must be added.
| Pressure Friction Head Loss (ft H2O/100 ft pipe) | ||||||||||||
| Volume Flow | Nominal Pipe Diameter (inches) | |||||||||||
|
Gallons Per Minute (GPM)1) |
Gallons Per Hour (GPH)2) |
|||||||||||
| 3/8 | 1/2 | 3/4 | 1 | 1 1/4 | 1 1/2 | 2 | 2 1/2 | 3 | 4 | 6 | ||
| Nominal Inside Diameter (inches) | ||||||||||||
| 0.493 | 0.622 | 0.824 | 1.049 | 1.380 | 1.610 | 2.067 | 2.469 | 3.068 | 4.026 | 6.065 | ||
| 1 | 60 | 3.3 | 1.1 | 0.3 | ||||||||
| 2 | 120 | 11.8 | 3.8 | 1.0 | 0.3 | 0.1 | ||||||
| 4 | 240 | 42.5 | 13.7 | 3.5 | 1.1 | 0.3 | 0.1 | |||||
| 5 | 300 | 64.2 | 20.7 | 5.3 | 1.6 | 0.4 | 0.2 | |||||
| 6 | 360 | 29.0 | 7.4 | 2.3 | 0.6 | 0.3 | ||||||
| 8 | 480 | 49.5 | 12.6 | 3.9 | 1.0 | 0.5 | 0.1 | |||||
| 10 | 600 | 74.7 | 19.0 | 5.9 | 1.6 | 0.7 | 0.2 | 0.1 | ||||
| 20 | 1200 | 68.6 | 21.2 | 5.6 | 2.6 | 0.8 | 0.3 | 0.1 | ||||
| 30 | 1800 | 11.8 | 5.6 | 1.7 | 0.7 | 0.2 | ||||||
| 40 | 2400 | 20.1 | 9.5 | 2.8 | 1.2 | 0.4 | 0.1 | |||||
| 50 | 3000 | 14.4 | 4.3 | 1.8 | 0.6 | 0.2 | ||||||
| 60 | 3600 | 20.1 | 6.0 | 2.5 | 0.9 | 0.2 | ||||||
| 70 | 4200 | 7.9 | 3.3 | 1.2 | 0.3 | |||||||
| 80 | 4800 | 10.2 | 4.3 | 1.5 | 0.4 | |||||||
| 90 | 5400 | 12.6 | 5.3 | 1.9 | 0.5 | |||||||
| 100 | 6000 | 6.5 | 2.3 | 0.6 | 0.1 | |||||||
| 125 | 7500 | 9.8 | 3.4 | 0.9 | 0.1 | |||||||
| 150 | 9000 | 4.8 | 1.3 | 0.2 | ||||||||
1) GPM = gallons per minute
2) GPH = gallons per hour
A flow of 10 GPM in a 2" pipe gives a head loss of 0.2 feet water column per 100 feet of pipe.
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