11-26 A MBR treatment plant has a flow of 0.3 mgd with 220 mg/l BOD (the soluble portion is 120 mg/l) and 230 mg/l suspe

[answerhappygod]

11 26 A Mbr Treatment Plant Has A Flow Of 0 3 Mgd With 220 Mg L Bod The Soluble Portion Is 120 Mg L And 230 Mg L Suspe 1 (27.93 KiB) Viewed 12 times

11-26 A MBR treatment plant has a flow of 0.3 mgd with 220 mg/l BOD (the soluble portion is 120 mg/l) and 230 mg/l suspended solids (184 mg/l is volatile). Effluent soluble BOD is 2 mg/l. The design calls for 5000 mg/l MLSS and sludge age of 20 days with a Y = 0.8, ka 0.8, ka = 0.04. Calculate the aeration basin vol- ume, detention time, BOD loading, F/M ratio, and waste solids, both VSS and TSS.