Engineering, 04.04.2020 14:36 zuleymi
Design two circular primary clarifiers with effluent weirs installed in the periphery of the tank to treat a wastewater flow of 12900 m3/d. Calculate the weir loading rate and hydraulic detention time. Assume the clarifiers having a 2 m side water depth (Assuming the desired overflow rate = 20 m3/m2×day).
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Design two circular primary clarifiers with effluent weirs installed in the periphery of the tank to...
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