Calculate average f per m using an mlss of 1000 mg per l

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Reference no: EM13299327

A trailer park is being planned with 140 units at an occupancy of 2.0 people per unit. Wastewater flow is 80 gpcd with 170 mg/l BOD and 190 mg/l suspended solids. Size the extended aeration basin and clarifier using the minimum detention time and overflow rates. Calculate the average F/M using an MLSS of 1000 mg/l. Calculate the BOD loading.

Reference no: EM13299327

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