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3. Estimate the biomass concentration in a CSTR aeration tank with the following operating conditions: hydraulic residence time 3 h; mean cell residence time 6 d; yield coefficient = 0.6

mg VSS/mg BOD; decay rate = 0.1 d-1; influent soluble BOD 200 mg/L; effluent BOD 2 mg/L.

Fig: 1