In: Civil Engineering
12. The total design flow is 15,000 m3/day. The NPDES limit is 25/30. Assume that the waste strength is 170 mg/L BOD after primary clarification. Y = 0.55 kg/kg, X=MLSS = 2200 mg/L, XR = 6,600 mg/L, Recycle (R) = 0.25, kd = 0.05 day -1, qc = 8 days
Make whatever other assumptions are needed. The volume the tank in m3 will be?