Wastewater Screening Design Calculator
Water Treatment - Bar Racks and Fine Screens
Solving for channel upstream velocity.
Inputs:
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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)
= NOT CALCULATED
Other Units:
Change Equation
Select solve for a different unknown
Select 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.
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