If the operator of the plant described in Problem 16-18 reduces wasting and allows the MLVSS to rise to 3,000 mg/L, what is the new F/M ratio?
Problem 16-18
If the F/M of a 0.4380 m3/s activated sludge plant is 0.200 mg/mg · d, the influent BOD5 after primary settling is 150 mg/L, and the MLVSS is 2,200 mg/L, what is the volume of the aeration tank?
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