Engineering, 03.04.2021 17:50 memester74

A wastewater treatment plant has a design average flow of 15,000 m^3 /d. The engineer wishes to use rectangular clarifiers for primary treatment. Design the rectangular tanks for a maximum overflow rate of 42 m 3 /m 2 · d and a minimum detention time of 2 h. Which criteria govern the design?

A wastewater treatment plant has a design average flow of 15,000 m^3 /d. The engineer wishes to use

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