Wastewater Screening Design Calculator

Water Treatment - Bar Racks and Fine Screens

Solving for gravity acceleration.
gravity acceleration

Inputs:

headloss (hL)
discharge coefficient (C)
unitless
flow rate or discharge through screen (Q)
effective open area (A)
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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)
= NOT CALCULATED

Other Units:


Change Equation
Select solve for a different unknown
Bar Racks
bar rack headlossbar rack headloss
flow velocity through the openingsflow velocity through the openings
upstream velocityupstream velocity
acceleration of gravityacceleration of gravity
Fine Screens
fine screen headlossfine screen headloss
flow rate or discharge through the screenflow rate or discharge through the screen
submerged screen effective areasubmerged screen effective area
screen coefficient of dischargescreen coefficient of discharge
acceleration of gravityacceleration of gravity

References - Books:
George Tchobanoglous, Franklin L. Burton. 1991. Wastewater Engineering Treatment, Disposal and Reuse. McGraw Hill, Inc.
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Contact: aj@ajdesigner.com

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