Concept of CSTR
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A lagoon is to be designed to accommodate an input flow of 0.10 m^3/s of nonconservative pollutant with concentration 30.0mg/L and reaction rate 0.20/day. The effluent from the lagoon must have pollutant concentration of less than 10.0mg/L. Assuming complete mixing, how large must the lagoon be?
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Let C1 be the concentration (mg/L) of the stream coming in the lagoon.
Let C be the concentration (mg/L) of the stream coming out of the lagoon.
Let V1 be the volumetric ...
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