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Chemical oxygen demand reduction in coffee wastewater through chemical flocculation and advanced oxidation processes

Chemical oxygen demand reduction in coffee wastewater through chemical flocculation and advanced oxidation processes

作     者:ZAYAS Pérez Teresa GEISSLER Gunther HERNANDEZ Fernando 

作者机构:Postgrade in Environmental SciencesCenter of ChemistryInstitute of Science.Meriterious University Autonomous of Puebla.P.O.Box 1613C.P.72000PueblaMexico. 

出 版 物:《Journal of Environmental Sciences》 (环境科学学报(英文版))

年 卷 期:2007年第19卷第3期

页      面:300-305页

核心收录:

学科分类:082803[工学-农业生物环境与能源工程] 08[工学] 0828[工学-农业工程] 0804[工学-仪器科学与技术] 

主  题:advanced oxidation processes coagulation-flocculation: coffee wastewater chemical oxygen demand (COD) 

摘      要:The removal of the natural organic matter present in coffee processing wastewater through chemical coagulation-flocculation and advanced oxidation processes (AOP) had been studied. The effectiveness of the removal of natural organic matter using commercial flocculants and UV/H202, UV/O3 and UV/H2O2/O3 processes was determined under acidic conditions. For each of these processes, different operational conditions were explored to optimize the treatment efficiency of the coffee wastewater. Coffee wastewater is characterized by a high chemical oxygen demand (COD) and low total suspended solids. The outcomes of coffee wastewater treatment using coagulation-flocculation and photodegradation processes were assessed in terms of reduction of COD, color, and turbidity. It was found that a reduction in COD of 67% could be realized when the coffee wastewater was treated by chemical coagulation-flocculation with lime and coagulant T-1. When coffee wastewater was treated by coagulation-flocculation in combination with UV/H2O2, a COD reduction of 86% was achieved, although only after prolonged UV irradiation. Of the three advanced oxidation processes considered, UV/H2O2, UV/O3 and UV/H2O2/O3, we found that the treatment with UV/H2O2/O3 was the most effective, with an efficiency of color, turbidity and further COD removal of 87%, when applied to the flocculated coffee wastewater.

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