Activated Sludge Process | Mixing in Aeration Tank | Waste Water Engineering

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This video covers the basic difference between two of the mixing methods used aeration tank of activated sludge process i.e completely mixed flow and plug flow along with the basic explanation of extended aeration system. It also covers the various design criteria or we can say the different loading criteria such as hydraulic retention time, BOD loading, F/M ratio, Sludge age or mean cell residence time.

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Видео Activated Sludge Process | Mixing in Aeration Tank | Waste Water Engineering канала APSEd