Given the following information for an activated sludge wastewater treatment system: Aerator Volume, MG 0.323 MG MLSS, m

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Given the following information for an activated sludge wastewater treatment system: Aerator Volume, MG 0.323 MG MLSS, m

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Given The Following Information For An Activated Sludge Wastewater Treatment System Aerator Volume Mg 0 323 Mg Mlss M 1
Given The Following Information For An Activated Sludge Wastewater Treatment System Aerator Volume Mg 0 323 Mg Mlss M 1 (70.69 KiB) Viewed 24 times
Given the following information for an activated sludge wastewater treatment system: Aerator Volume, MG 0.323 MG MLSS, mg/L 2,400 mg/L Final Clarifier Volume, MG 0.150 MG Waste Sludge SS, mg/L 6,400 mg/L Flow to aerator, MGD 2.0 MGD Final Effluent SS, mg/L 16 mg/L WAS Flow, MGD 0.02 MGD 8. Calculate the suspended solids in the aeration system (in pounds). 9. Calculate the suspended solids wasted in pounds of solids per day. 10. Determine the Mean Cell residence Time (MCRT) in days.
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