A treatment plant has three primary clarifiers at 60 ft in diameter with side water depths of 9 ft. The inboard weirs are set al 54 ft. The average daily flow is 4.6 mgd and the peak flow is 8.7 mgd. Calculate the overflow rates, detention time, and weir loading. Using the calculations, are the clarifiers adequately sized? What are the overflow rates with one unit out of service?
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