For a cstr obtain the time variable effluent concentration


dC/dt+(Q+kV)/V=(QCi)/V

For a CSTR, obtain the time variable effluent concentration when the decay rate is zero order. You need to obtain the defining ODE, integrate it and use the initial condition to do this. Then get the steady state solution for this case and  solve it for the tank volume

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Civil Engineering: For a cstr obtain the time variable effluent concentration
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