Determine the Aeration Basin Dimensions for a town of 30,000 population. Mixed Liquor Suspended Solids is 3000 mg/L. The BOD Loading rate is 0.48 kg/ (?3 –day), Sludge Volume Index is 100 mL/g; Return sludge is 40%; the concentration of BOD is 0.091 Kg/(Capita –day). Primary sedimentation tank remove 40% of BOD.
Determine the Aeration Basin Dimensions for a town of 30,000 population. Mixed Liquor Suspended Solids is 3000 mg/L. The BOD Loading rate is 0.48 kg/ (?3 –day), Sludge Volume Index is 100 mL/g; Return sludge is 40%; the concentration of BOD is 0.091 Kg/(Capita –day). Primary sedimentation tank remove 40% of BOD.
Chapter2: Loads On Structures
Section: Chapter Questions
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Environmental Engineering-2
Determine the Aeration Basin Dimensions for a town of 30,000 population. Mixed Liquor
Suspended Solids is 3000 mg/L. The BOD Loading rate is 0.48 kg/ (?3 –day), Sludge Volume
Index is 100 mL/g; Return sludge is 40%; the concentration of BOD is 0.091 Kg/(Capita –day).
Primary sedimentation tank remove 40% of BOD.
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