Engineering, 16.11.2020 18:00 lllamasarebae3061
Two rectangular clarifiersâeach 30 ft long and 15 ft wide with a water depth of 10 ftâsettle 0.40 mgd following alum coagulation. The effluent channels have a total weir length of 60 ft. Calculate the detention time, horizontal velocity of flow, and rate of flow over the outlet weirs. Do these values meet the Standards for Water Works?
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Two rectangular clarifiersâeach 30 ft long and 15 ft wide with a water depth of 10 ftâsettle 0.40 mg...
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