Engineering
Engineering, 27.03.2020 00:45, tatemelliott

For a CSTR with a flow rate equal to 1,000 m3/day, an influent contaminant concentration (C0) equal to 200 mg/L and a second-order reaction rate constant (k) equal to 0.2 L/mg-day, calculate the steady-state hydraulic retention time (t0, days) and the reactor volume (V, m3) necessary to achieve a contaminant removal efficiency equal to 90%.

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For a CSTR with a flow rate equal to 1,000 m3/day, an influent contaminant concentration (C0) equal...

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