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作 者:张伟军[1] 高雅[2] 马士龙[3] 张明[3] 王东升[1] 徐岳阳
机构地区:[1]中国科学院生态环境研究中心环境水质学国家重点实验室,北京100085 [2]西安建筑科技大学环境与市政工程学院,西安710055 [3]华东师范大学资源与环境科学学院,上海200062 [4]上海集惠环保科技发展有限公司,上海200065
出 处:《环境工程学报》2013年第4期1213-1218,共6页Chinese Journal of Environmental Engineering
基 金:国家自然科学基金资助项目(5113808;51008293);北京市教育委员会共建项目专项资助
摘 要:按照水质情况,将多种来源于不同工业生产过程中的高浓度有机废水划分为高悬浮固体乳化液废水、难生化高浓度有机废水、高悬浮固体不含油有机废水、含铬有机废水和杂质含量较少的乳化液废水5类,分别采用酸化破乳/Fen-ton氧化/混凝/絮凝、Fenton氧化/混凝/絮凝、混凝/絮凝、还原/混凝/絮凝、震动膜过滤技术作为生化预处理技术,并通过小试和中试验证了各技术的效果。实验结果表明,按照上述分类结果,采用不同预处理技术可以得到良好的效果,废水水质明显改善,满足继续生化处理的基本条件。各预处理生产装置处理效果稳定,同时生化系统已经稳定运行120天以上,COD去除率超过90%,出水经过低剂量的Fenton试剂处理后可达到《污水排入城镇下水道水质标准》(CJ343-2012)。High content organic wastewaters from different industrial sources were classified as waste emulsions with high suspended solid concentration, biorefractory wastewaters with high organic loading, high suspended solid organic wastewater without oil, organic wastewater containing chromium, emulsions with low suspended solid content which were treated by using acidification demulsification/Fenton oxidation/coagulation/flocculation, Fenton oxida tion/coagulation/flocculation, coagulation/flocculation, reduction/coagulation/flocculation, vibrating membrane re- spectively. Performance of pretreatment was investigated in both laboratory experiments and full scale application. Resuits indicated that water quality of industrial wastewaters could be improved significantly by using pretreatment tech- nologies, and effluent was fit for further biological treatment. The biological process has operated normally for 120 days, more than 90% of COD could be removed. The final effluent could meet the Water Quality Standards for Discharge to Municipal Sewers(CJ343-2012) after treatment by Fenton reagent at low dosage.
分 类 号:X703.1[环境科学与工程—环境工程]
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