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1. A lagoon is to be designed to remove a nonconservative pollutant with an input flow of 150 m3/d, and the concentration is

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day ci=cong/L V = 3000 m2 K=0.2/day pollubent concentration in effluent be ca 9,9 = 0, C2+K.C.V 150x20=15ox Cto. 2X (2 x 3000

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