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(Solved):    A sewage with flow rate of 40,000 m3/dayis needed to be treated by an activated sludge ...



Q1. A sewage with flow rate of 40,000 m3/day is needed to be treated by an activated sludge (AS) system with
the following co

 

 A sewage with flow rate of 40,000 m3/dayis needed to be treated by an activated sludge (AS) system with the following conditions:

  • The tank volume is 12000 m3.
  • Influent BOD5 = 300 mg/L, effluent BOD5 = 15 mg/L.
  • MLSS = 2500 mg/L.
  • SV30  = 200 mL/L.

 

Please calculate:

  1. Hydraulic retention time (HRT) in hours (hrs).
  2. F/M ratio.
  3. SVI.
  4. To keep the F/M at 0.5, what is an appropriate MLSS level?
Q1. A sewage with flow rate of 40,000 m3/day is needed to be treated by an activated sludge (AS) system with the following conditions: Tank volume is 12000 m Influent BOD5= 300 mg/L, effluent BOD5 = 15 mg/L. MLSS = 2500 mg/L. SV30 = 200 mL/L. Please calculate: 1) Hydraulic retention time (HRT) in hours (hrs). 2) F/M ratio. 3) SVI. 4) To keep the F/M at 0.5, what is an appropriate MLSS level?


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