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Calculate the final COD effluent concentration in a wastewater flowing at 650 m/day and treated in a 500 m PFTR and then a 500
Calculate the final COD effluent concentration in a wastewater flowing at 650 m/day and treated in a 500 m PFTR and then a 500 m CSTR arranged in series. Assume a first order kinetics with k of 1.23 d-1 in both reactors and an initial COD concentration of 450 mg/L.
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Elements Of Chemical Reaction Engineering
Authors: H. Fogler
6th Edition
013548622X, 978-0135486221
