How do I calculate the required completely mixed aeration tank volume (m3) for the following conditions: Qavg Primary effluent soluble BOD Effluent TSS limit Effluent soluble BOD limit 12,000 m³/d 140 mg/L 20 mg/L 9 mg/L Ks kd μm Y Target MLVSS 67 0.14 d-¹ mg/L 2.8 d¹¹ 0.8 3,000 mg VSS/L mg VSS/mg BOD

How do I calculate the required completely mixed aeration tank volume (m3) for the following conditions: Qavg Primary effluent soluble BOD Effluent TSS limit Effluent soluble BOD limit 12,000 m³/d 140 mg/L 20 mg/L 9 mg/L Ks kd μm Y Target MLVSS 67 0.14 d-¹ mg/L 2.8 d¹¹ 0.8 3,000 mg VSS/L mg VSS/mg BOD

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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