Engineering, 16.04.2021 03:10 jordanmjdmary8571

A municipal wastewater treatment plant processes an average flow of 15,000 m3/d with 200 mg/L of BOD5 and 320 mg/L of suspended solids. The peak flow is 1.5 times the average flow. Determine the mass of BOD5 and solids (kg/day) that are removed as sludge from 282 Fundamentals of wastewater treatment and engineering the primary clarifier for average and peak flow conditions. Assume a reasonable efficiency for the primary clarifier and the same peak flow factor for BOD5 and suspended solids.

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A municipal wastewater treatment plant processes an average flow of 15,000 m3/d with 200 mg/L of BOD...

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