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you are designing a complete mix lagoon system to treat waste containing a non-conservative pollutant. The waste stream has a flow rate of 3,500 L/d and pollutant concentration of 20.0 mg/L. The pollutant
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you are designing a complete mix lagoon system to treat waste containing a non-conservative pollutant. The waste stream has a flow rate of 3,500 L/d and pollutant concentration of 20.0 mg/L. The pollutant decyas with a reaction rate coefficient of 0.50/ day.

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hgyvivihoy if he ogzrs go figure do it idydu

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