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2. The aeration tank of an activated sludge process must have an oxygen transfer capacity of 52kgO2/h in order to achieve 100% removal efficiency of
2. The aeration tank of an activated sludge process must have an oxygen transfer capacity of 52kgO2/h in order to achieve 100% removal efficiency of BOD. Calculate the maximum SRT that can be used to meet the oxygen requirements in the tank by the stated oxygen transfer capacity. (15 points) The following information is available regarding the process. Influent flowrate =6,000m3/d Influent COD=400mg/L Influent nbVSS=100mg/L
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