Q2: A sewage treatment plant uses the activated sludge process in its biological treatment unit with discharge c 8000m³/day having a MLVSS concentration of 3000mg/l in the aeration tank which has a volume of 25000m The BOD was 300mg/l in primary sedimentation tank. Calculate the organic loading F/M ratio.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2:
A sewage treatment plant uses the activated sludge process in its biological treatment unit with discharge c
8000m³/day having a MLVSS concentration of 3000mg/l in the aeration tank which has a volume of 25000m
The BOD was 300mg/l in primary sedimentation tank. Calculate the organic loading F/M ratio.
Transcribed Image Text:Q2: A sewage treatment plant uses the activated sludge process in its biological treatment unit with discharge c 8000m³/day having a MLVSS concentration of 3000mg/l in the aeration tank which has a volume of 25000m The BOD was 300mg/l in primary sedimentation tank. Calculate the organic loading F/M ratio.
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