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Consider a 1.010 mL lake fed by a polluted stream having a flow rate of 5.0 m/s and pollution concentration equal to 10 mg/L. There is one outgoing creek connected with the lake. The wastes in the lake have a first-order reaction rate coefficient of 0.2/day. Assuming the pollution is completely mixed in the lake and assuming no evaporation or other water losses or gains, find the steady-state concentration of the wastes in the outgoing creek. What is the removal efficiency (%) in the lake? Start
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