1. An activated sludge system has a flow of 4000 m3/day with X = 4000 mg/L and S0 = 300 mg/L. From pilot plant work the kinetic constants are Y =0.5, μˆ =3 d−1, KS =200 mg/L. We need to design an aeration system that will remove 90% of the BOD5. Specifically, we need to know (a) the volume of the aeration tank; (b) the sludge age; (c) the amount of waste activated sludge.
a)= Volume of the aeration tank = 346.2 m3
b)= Qc = 2,55 days
c)- The amount of sludge waste = 339.3 log/day
Comments
Leave a comment