Chemistry
Chemistry
10th Edition
ISBN: 9781305957404
Author: Steven S. Zumdahl, Susan A. Zumdahl, Donald J. DeCoste
Publisher: Cengage Learning
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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.
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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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