Question: explain please You are to design a rectangular primary clarifier for a domestic wastewater plant to settle 900m3/ day with an overflow rate of 25m3/m2-day.
You are to design a rectangular primary clarifier for a domestic wastewater plant to settle 900m3/ day with an overflow rate of 25m3/m2-day. The tank is to be 3.2 m deep and 4.0m 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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