Determine the Aeration Basin Dimensions for a town of 200,000 population. Mixed Liquor Suspended Solids is 3500 mg/L. The BOD Loading rate is 0.48 kg/ (m³ -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.
Determine the Aeration Basin Dimensions for a town of 200,000 population. Mixed Liquor Suspended Solids is 3500 mg/L. The BOD Loading rate is 0.48 kg/ (m³ -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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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COURSE: ENV 2
![Determine the Aeration Basin Dimensions for a town of 200,000 population. Mixed 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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F70bce343-7109-4639-a86f-997a838c2724%2Fecd666c4-9189-415d-a352-ebd288df524b%2F4y7n9yl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the Aeration Basin Dimensions for a town of 200,000 population. Mixed 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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