A waste treated using an activated sludge process has an aeration basin with a volume of 10^6 Land a solid retention time of 4 days. What would the mass flow of wasted solids be in this system (kg/day) if the biomass in the aeration basin is 3000 mg/L and that in the wasted sludge is 12,500 mg/L?
A waste treated using an activated sludge process has an aeration basin with a volume of 10^6 Land a solid retention time of 4 days. What would the mass flow of wasted solids be in this system (kg/day) if the biomass in the aeration basin is 3000 mg/L and that in the wasted sludge is 12,500 mg/L?
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter6: Biological Processes
Section: Chapter Questions
Problem 6.8P
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A waste treated using an activated sludge process has an aeration basin with a volume of 10^6 Land a solid retention time of 4 days. What would the mass flow of wasted solids be in this system (kg/day) if the biomass in the aeration basin is 3000 mg/L and that in the wasted sludge is 12,500 mg/L?
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