discuss the inter-relationship of control a. factors in activated sludge process. b. Determine the Aeration Basin Dimensions for a town of 200,000 population. Mixea Liquor Suspended Solids is 3500 mg/L. The BOD Loading rate is 0.48 kg/ (m -day), Sludge Volume Index is 120 mL/g; Return sludge is 35%; the concentration of BOD is 0.093 Kg/(Capita -day). Primary sedimentation tank removes 35% of BOD.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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solve a and b given in the image.

discuss the inter-relationship of control
a.
factors in activated sludge process.
b. Determine the Aeration Basin Dimensions for a town of 200,000 population. Mixea Liquor
Suspended Solids is 3500 mg/L. The BOD Loading rate is 0.48 kg/ (m² -day), Sludge
Volume Index is 120 mL/g; Return sludge is 35%; the concentration of BOD is 0.093
Kg/(Capita -day). Primary sedimentation tank removes 35% of BOD.
Transcribed Image Text:discuss the inter-relationship of control a. factors in activated sludge process. b. Determine the Aeration Basin Dimensions for a town of 200,000 population. Mixea Liquor Suspended Solids is 3500 mg/L. The BOD Loading rate is 0.48 kg/ (m² -day), Sludge Volume Index is 120 mL/g; Return sludge is 35%; the concentration of BOD is 0.093 Kg/(Capita -day). Primary sedimentation tank removes 35% of BOD.
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