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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
The MLSS in an aeration tank is 4000 mg/L. The flow from the primary settling tank is 0.2 m3/s with a SS of 50 mg/L, and the return sludge flow is 0.1 m3/s with a SS of 6000 mg/L. Do these two sources of solids make up the 4000 mg/L SS in the aeration tank? If not, how is the 4000-mg/L level attained? Where do the solids come from?
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