A wastewater treatment plant uses an activated sludge process to treat 0.2 m3/s of primary effluent. The concentration of the mixed liquor is 2,000 mg/L MLVSS (Mixed liquor volatile suspended solids), while the RAS (recycled activated sludge) concentration is 10,000 mg/L MLVSS. The substrate concentration in the primary effluent is 210 mg/L BOD5. The F/M ratio is 0.5 mg BOD5/(mg MLVSS-d) and the solids retention time is 8.5 d.  What is the volume of the activated sludge tank?  2.What is the WAS (waste activated sludge) flowrate?  3.What is the flowrate of the secondary treated effluent?  4.What is the RAS (recycled activated sludge) flowrate?  5.What is the hydraulic residence time for the activated sludge tank?

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A wastewater treatment plant uses an activated sludge process to treat 0.2 m3/s of primary effluent. The concentration of the mixed liquor is 2,000 mg/L MLVSS (Mixed liquor volatile suspended solids), while the RAS (recycled activated sludge) concentration is 10,000 mg/L MLVSS. The substrate concentration in the primary effluent is 210 mg/L BOD5. The F/M ratio is 0.5 mg BOD5/(mg MLVSS-d) and the solids retention time is 8.5 d. 

  1. What is the volume of the activated sludge tank? 

2.What is the WAS (waste activated sludge) flowrate? 

3.What is the flowrate of the secondary treated effluent? 

4.What is the RAS (recycled activated sludge) flowrate? 

5.What is the hydraulic residence time for the activated sludge tank? 

 

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