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Wastewater Screening Design Calculator

Water Wastewater Treatment - Bar Racks and Fine Screens

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Solving for gravity acceleration.

gravity acceleration

Inputs:

headloss (hL) 
discharge coefficient (C) 
flow rate or discharge through screen (Q) 
effective open area (A) 

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:


Change Equation
Select an equation to solve for a different unknown

Bar Racks
bar rack headloss bar rack headloss
flow velocity through the openings flow velocity through the openings
upstream velocity upstream velocity
acceleration of gravity acceleration of gravity

Fine Screens
fine screen headloss fine screen headloss
flow rate or discharge through the screen flow rate or discharge through the screen
submerged screen effective area submerged screen effective area
screen coefficient of discharge screen coefficient of discharge
acceleration of gravity acceleration of gravity
References - Books:

George Tchobanoglous, Franklin L. Burton. 1991. Wastewater Engineering Treatment, Disposal and Reuse. McGraw Hill, Inc.

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