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a) In an aeration tank with a volume of 0.7 MG receiving primary effluent BOD of 3500 lbs/d ? The desired F:M is 0.8. Calculate

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a) In an aeration tank with a volume of 0.7 MG receiving primary effluent BOD of 3500 lbs/d ? The desired F:M is 0.8. Calculate pounds of MLVSS. b) An Aeration Tank Volume is 6500000 G. Calculate the MLVSS, mg/L. c) Explain Activated sludge reactor with neat sketch. d) Write drawbacks of aerobic and anerobic wastewater treatment processes. e) Write the principle of UASB reactor

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