Sewage is to be aerated in an activated sludge tank; the flow rate is 3 ML/d and the primary effluent has a BOD of 120 mg/L. The MLSS is to be kept at 2000 mg/L, and the F/M ratio is to be 0.3. If the SWD is 5.0 m and the tank is to be 20 m long, what should be its width?
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