A conventional activated sludge plant is to be designed to achieve a mean effluent BOD and TSS value of 10 mg/L. Determine the number of annual occurrences of BOD and TSS values exceeding 20mg/L. Assume the geometric standard deviation (sg) is 1.3 for effluent BOD and TSS.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
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3. A conventional activated sludge plant is to be designed to achieve a mean effluent BOD and TSS
value of 10 mg/L. Determine the number of annual occurrences of BOD and TSS values
exceeding 20mg/L. Assume the geometric standard deviation (sg) is 1.3 for effluent BOD and
TSS.
Transcribed Image Text:3. A conventional activated sludge plant is to be designed to achieve a mean effluent BOD and TSS value of 10 mg/L. Determine the number of annual occurrences of BOD and TSS values exceeding 20mg/L. Assume the geometric standard deviation (sg) is 1.3 for effluent BOD and TSS.
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