Wasterwater Engineering Civil engineering 24. An activated sludge system is designed to treat 30 MLD of sewage.Based on the following information:F/M ratio=0.5 kg BODs/kg MLSS. day250 mg/LBODs influent1Mean cell residence time10 days5 000 mg/LMLSS concentration10 000 mg/LUnderflow concentrationY0.5 kg/kg= 0.05 per daykaCalculate:(i)(ii)(iii)(iv)(v)V.Scanned wSKAB 292Volume of the reactorHydraulic retention timeMass of wasted sludge per dayVolumetric loading in unit kg BODs/m³. daySludge recycle ratio

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24. An activated sludge system is designed to treat 30. MLD of sewage. Based on the following information: F/M ratio = 0.5 kg BODs/kg MLSS. day 250 mg/L BOD, influent 1 10 days Mean cell residence time MLSS concentration Underflow concentration 5 000 mg/L. 10 000 mg/L 0.5 kg/kg = Y ka = 0.05 per day e

24. An activated sludge system is designed to treat 30. MLD of sewage. Based on the following information: F/M ratio = 0.5 kg BODs/kg MLSS. day 250 mg/L BOD, influent 1 10 days Mean cell residence time MLSS concentration Underflow concentration 5 000 mg/L. 10 000 mg/L 0.5 kg/kg = Y ka = 0.05 per day e

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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