An activated sludge system operates at a flow rate of 400 m'/day with an incoming BOD of 300 mg/L. If F/M ratio and suspended solids under aeration are 0.5 and 30000 grams, Determine; (i) BOD removal efficiency (ii) The volume and dimensions of aeration tank if solids concentration is 4000 mg/1. (iii) Detention time of aeration tank
An activated sludge system operates at a flow rate of 400 m'/day with an incoming BOD of 300 mg/L. If F/M ratio and suspended solids under aeration are 0.5 and 30000 grams, Determine; (i) BOD removal efficiency (ii) The volume and dimensions of aeration tank if solids concentration is 4000 mg/1. (iii) Detention time of aeration tank
Chapter2: Loads On Structures
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![An activated sludge system operates at a flow rate of 400 m'/day with an incoming BOD of 300
mg/L. If F/M ratio and suspended solids under aeration are 0.5 and 30000 grams, Determine;
(i)
BOD removal efficiency
(ii)
The volume and dimensions of aeration tank if solids concentration is 4000 mg/1.
(iii)
Detention time of aeration tank](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F273225df-a2db-4420-b2dd-51add7eedfd3%2F265d1b47-5ec9-4de4-81ef-6803e035c881%2Fridbq08_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An activated sludge system operates at a flow rate of 400 m'/day with an incoming BOD of 300
mg/L. If F/M ratio and suspended solids under aeration are 0.5 and 30000 grams, Determine;
(i)
BOD removal efficiency
(ii)
The volume and dimensions of aeration tank if solids concentration is 4000 mg/1.
(iii)
Detention time of aeration tank
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