Electrocoagulation and Electroflotation of Restaurant Wastewater

Abstract
A combined electrocoagulation and electroflotation process was applied to restaurant wastewater treatment. The effects of operational variables on performance were examined. The electrocoagulation and electroflotation charge loadings are the most important variables. In wide ranges, initial pH and conductivity have no remarkable effects on pollutant removal. However, when pH is 3 under a set of typical operating conditions. The amount of dried sludge is 0.20–0.37 kg/kg chemical oxygen demand removed.

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