Wastewater Screening Design Calculator
Water Treatment - Bar Racks and Fine Screens
Problem:
Solve for channel upstream velocity.
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Solution:
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 | bar rack headloss |
 | flow velocity through the openings |
 | upstream velocity |
 | acceleration of gravity |
 | 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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By Jimmy Raymond
Contact: aj@ajdesigner.com
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