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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:
Change Equation
Select an equation to solve for a different unknown
Bar Racks
Fine Screens
Select an equation to solve for a different unknown
Bar Racks
 |
bar rack headloss |
 |
flow velocity through the openings |
 |
upstream velocity |
 |
acceleration of gravity |
Fine Screens
 |
fine screen headloss |
 |
flow rate or discharge through the screen |
 |
submerged screen effective area |
 |
screen coefficient of discharge |
 |
acceleration of gravity |
References - Books:
George Tchobanoglous, Franklin L. Burton. 1991. Wastewater Engineering Treatment, Disposal and Reuse. McGraw Hill, Inc.
AJ Design - Online Science Mathematics Engineering Software Programs | 2 | 3 | 4 | 5
by Jimmy Raymond
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