. Design and activated sludge process to treat 10MGD of domestic sewage having a BODs of 210 mg/liter, produce an effluent containing less than 15 mg/liter BODs. Assume a complete mix reactor. Use the following data in design. X, 10,000mg/liter, MLVSS=3,000mg/liter, 0,= 8 days, Y=0.60, kg 0.05, Efflunet SS-10 mg/liter Determine: (a) Biological treatment efficiency, (b) Reactor volume, (c) sludge production rate, (d) Recirculation ratio, (e) Hydraulic retention time, (f) Food to microorganism ration. (30 points)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Design and activated sludge process to treat 10MGD of domestic sewage having a BODs of 210
mg/liter, produce an effluent containing less than 15 mg/liter BODs. Assume a complete mix
reactor. Use the following data in design.
X, 10,000mg/liter, MLVSS= 3,000mg/liter, 0,= 8 days, Y=0.60, ka 0.05, Efflunet SS = 10
mg/liter
Determine: (a) Biological treatment efficiency, (b) Reactor volume, (c) sludge production rate,
(d) Recirculation ratio, (e) Hydraulic retention time, (f) Food to microorganism ration. (30 points)
Transcribed Image Text:1. Design and activated sludge process to treat 10MGD of domestic sewage having a BODs of 210 mg/liter, produce an effluent containing less than 15 mg/liter BODs. Assume a complete mix reactor. Use the following data in design. X, 10,000mg/liter, MLVSS= 3,000mg/liter, 0,= 8 days, Y=0.60, ka 0.05, Efflunet SS = 10 mg/liter Determine: (a) Biological treatment efficiency, (b) Reactor volume, (c) sludge production rate, (d) Recirculation ratio, (e) Hydraulic retention time, (f) Food to microorganism ration. (30 points)
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