An activated sludge system (bioreactor with recycling) has a flow of 5,000 m³/day with X = 3,000 mg SS/L and So= 200 mg/L (BOD). The microbial kinetic constants are Y = 0.6 (mg SS/mg BOD), m = 2 d¹ and K, = 100 mg/L (as BOD, Neglect the death rate). We need to design an aeration system that will remove 90% of the BOD. (1) What is the volume of bioreactor (aeration tank) and HRT? (2) How much amount of WAS (waste activated sludge) is produced per day?

Structural Analysis
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Author:KASSIMALI, Aslam.
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Wrong answers will be downvoted An activated sludge system (bioreactor with recycling) has a flow of 5,000 m³/day with X = 3,000 mg SS/L and So= 200 mg/L (BOD). The microbial kinetic constants are Y = 0.6 (mg SS/mg BOD), m = 2 d¹ and K, = 100 mg/L (as BOD, Neglect the death rate). We need to design an aeration system that will remove 90% of the BOD. (1) What is the volume of bioreactor (aeration tank) and HRT? (2) How much amount of WAS (waste activated sludge) is produced per day? (3) Determine the recycling flow rate when the biomass concentration in the clarifier (Xr) is 12,000 mg SS/L.
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