A completely mixed activated sludge process operating at equilibrium is designed to treat 300 MLD of waste water. The influent and effluent BOD are 200 mg/1 and 18 mg/1 respectively If the F =0.3 and MLSS is 3800 mg/1, M then the hydraulic retention time is A 0.125 day B 4.21 hours C 8.42 hours

A completely mixed activated sludge process operating at equilibrium is designed to treat 300 MLD of waste water. The influent and effluent BOD are 200 mg/1 and 18 mg/1 respectively If the F =0.3 and MLSS is 3800 mg/1, M then the hydraulic retention time is A 0.125 day B 4.21 hours C 8.42 hours

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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