Example Design an activated sludge process to yield an effluent BODs of 20 mg/l and suspended solids of 25 mg/l. The influent BOD, following pri- mary clarification is 160 mg/l. Assume Y = 0.65, ka = 0.05, and 0.² 10 days. The waste flow is 10 m³/min. =
Example Design an activated sludge process to yield an effluent BODs of 20 mg/l and suspended solids of 25 mg/l. The influent BOD, following pri- mary clarification is 160 mg/l. Assume Y = 0.65, ka = 0.05, and 0.² 10 days. The waste flow is 10 m³/min. =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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