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An activated sludge treatment plant treats a sewage at a flow of 3*10^6 I/day with a BOD of 350 mg/l, The dimension of the aeration tank is 25 m long, 10 m width and 4 m depth. The concentration of the mixed liquor suspended solids (MLSS) is 2500 mg/l. Calculate the F/M ratio.

An activated sludge treatment plant treats a sewage at a flow of 3*10^6 I/day with a BOD of 350 mg/l, The dimension of the aeration tank is 25 m long, 10 m width and 4 m depth. The concentration of the mixed liquor suspended solids (MLSS) is 2500 mg/l. Calculate the F/M ratio.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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An activated sludge treatment plant treats a sewage at a flow of 3*10^6 I/day with a BOD of 350 mg/l, The dimension of the aeration tank is 25 m long, 10 m width and 4 m depth. The concentration of the mixed liquor suspended solids (MLSS) is 2500 mg/l. Calculate the F/M ratio.
Transcribed Image Text:An activated sludge treatment plant treats a sewage at a flow of 3*10^6 I/day with a BOD of 350 mg/l, The dimension of the aeration tank is 25 m long, 10 m width and 4 m depth. The concentration of the mixed liquor suspended solids (MLSS) is 2500 mg/l. Calculate the F/M ratio.
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