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Unformatted text preview: Please determine: (1) Specific substrate removal rate (1/day) (2) Sludge age (day) (3) Hydraulic retention time (hr) (4) F/M (5) Volume of aeration tank in real AS plant treating the same sewage having a flow rate of 50,000 m3/day....
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This note was uploaded on 09/13/2011 for the course CIVL 242 taught by Professor Gh during the Fall '09 term at HKUST.
- Fall '09