Wastewater Screening Design Calculator
Water Wastewater Treatment
Bar Racks and Fine Screens
Solving for gravity acceleration.
Inputs:
Conversions:
| headloss (hL) | = | 0 | | = | 0 | meter |
| discharge coefficient (C) | = | 0 | | = | 0 | |
| flow rate or discharge through screen (Q) | = | 0 | | = | 0 | meter^3/second |
| effective open area (A) | = | 0 | | = | 0 | meter^2 |
Solution:
| gravity acceleration (g) | = | HAS NOT BEEN CALCULATED | |
Other Units:
References - Books:
George Tchobanoglous, Franklin L. Burton. 1991. Wastewater Engineering Treatment, Disposal and Reuse. McGraw Hill, Inc.
