Two primary settling tanks are 100 ft in diameter with a
12-ft side water depth. Single effluent weirs are located on
the peripheries of the tanks. For an average design flow of 12.0
MGD, calculate the overflow rate, detention time, and weir
loading.
Two primary settling tanks are 100 ft in diameter with a 12-ft side water depth. Single effluent weirs are located on t
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Two primary settling tanks are 100 ft in diameter with a 12-ft side water depth. Single effluent weirs are located on t
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