plan You are to design a rectangular primary clarifier for a domestic to settle 900 m³/day with an overflow rate of 25 m³/m²-day. The tank is to be 3.2 m deep and 4.0 m wide. How long should it be and what detention time would it have? Calculate the weir loading rate to see whether it is overloaded if only one end weir is used.

Appl Of Ms Excel In Analytical Chemistry
2nd Edition
ISBN:9781285686691
Author:Crouch
Publisher:Crouch
Chapter14: Chromatography
Section: Chapter Questions
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2. You are to design a rectangular primary clarifier for a domestic wastewater plant
to settle 900 m³/day with an overflow rate of 25 m³/m²-day. The tank is to be 3.2
m deep and 4.0 m wide. How long should it be and what detention time would it
have? Calculate the weir loading rate to see whether it is overloaded if only one
end weir is used.
Transcribed Image Text:2. You are to design a rectangular primary clarifier for a domestic wastewater plant to settle 900 m³/day with an overflow rate of 25 m³/m²-day. The tank is to be 3.2 m deep and 4.0 m wide. How long should it be and what detention time would it have? Calculate the weir loading rate to see whether it is overloaded if only one end weir is used.
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