Calculate the overflow rate and effulent weir loading

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A wastewater treatment plant has two rectangular primary settling tanks, each 40 ft long, 12 ft wide, and 7 ft deep. The effulent weir length in each tank is 45 ft. The average daily wastewater flow is 387,000 gal. Calculate the overflow rate and effulent weir loading. What is the estimated BOD removal?

Reference no: EM13318367

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