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Calculate the steady-state flow rate, Qe in m3/day, and concentration of lake effluent, ce in mg/L, for the following system. The lake is well-mixed with two streams that enter the lake. Evaporation takes place from the lake but because c is not volatile none of it evaporates. QvAP 200 m2/day CEVA,-0 mg/L Q1-8 m3/min 1 4 mg/L QE CE Lake Q2-12 L/s c2-50 mg/L

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8, СЕ Crう m 60 x 24 11520 m3 Sec = 1036800 uite {036.300 msConcentration CE 2 356- 8

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