Q.107 An activated sludge system is operating under equilibrium conditions with following information: Waste water related data: Flow rate = 800 m/hour Influent BOD = 125 mg// Effluent BOD = 10 mg/I Aeration tank related data: Hydraulic retention time 7.5 hours Mean-cell residence time 300 hour Volume = 500 m Mixed liquor suspended solids = 3000 mg// Effluent suspended solids 2000 mg/! Food-to-biomass (F/M) ratio for the aeration tank is (a) 0.2 day- (c) 1.6 day- (b) 0.6 day1 (d) 3.2 day

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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Q.107 An activated sludge system is operating under equilibrium conditions with following
information:
Waste water related data:
Flow rate = 800 m/hour
Influent BOD = 125 mg//
Effluent BOD = 10 mg/I
Aeration tank related data:
Hydraulic retention time 7.5 hours
Mean-cell residence time 300 hour
Volume = 500 m
Mixed liquor suspended solids = 3000 mg//
Effluent suspended solids 2000 mg/!
Food-to-biomass (F/M) ratio for the aeration tank is
(a) 0.2 day-
(c) 1.6 day
(b) 0.6 day1
(d) 3.2 day
Transcribed Image Text:Q.107 An activated sludge system is operating under equilibrium conditions with following information: Waste water related data: Flow rate = 800 m/hour Influent BOD = 125 mg// Effluent BOD = 10 mg/I Aeration tank related data: Hydraulic retention time 7.5 hours Mean-cell residence time 300 hour Volume = 500 m Mixed liquor suspended solids = 3000 mg// Effluent suspended solids 2000 mg/! Food-to-biomass (F/M) ratio for the aeration tank is (a) 0.2 day- (c) 1.6 day (b) 0.6 day1 (d) 3.2 day
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