Wastewater Screening Design Calculator
Water Wastewater Treatment
Bar Racks and Fine Screens
Solving for channel upstream velocity.
Inputs:
Conversions:
| openings flow velocity (V) | = | 0 | | = | 0 | meter/second |
| headloss (hL) | = | 0 | | = | 0 | meter |
| gravity acceleration (g) | = | 0 | | = | 0 | meter/second^2 |
Solution:
| upstream approach velocity (v) | = | HAS NOT BEEN CALCULATED | |
Other Units:
References - Books:
George Tchobanoglous, Franklin L. Burton. 1991. Wastewater Engineering Treatment, Disposal and Reuse. McGraw Hill, Inc.
