Calculate the surface area and hydraulic retention time

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Reference no: EM13310496

A wastewater treatment plant will receive a flow of 35,000 m3/day. Calculate the surface area (m2), diameter (m), volume (m3), and hydraulic retention time of a 3 m deep circular, primary clarifier that would remove 50 percent of suspended solids. Assume the surface overflow rate (SOR) used for design is 60 m3/m2-day.

Reference no: EM13310496

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