A trickling filter plant treats 1500 cum per day of sewage with a BOD5 of 220 mg/l and a suspended solid of 250 mg/l. Estimate the total solid production(in Kg/day) assuming that primary clarification removes 30% of BOD and 60% of influent solids. Take the solid production in the trickling filter as 0.5 kg/kg of the applied BOD.

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