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Coagulation efficiency and flocs characteristics of recycling sludge during treatment of low temperature and micro-polluted water

查看全文 作  者:Zhiwei [1]Zhou;Yanling [1]Yang;Xing [1]Li;Wei [2]Gao;Heng [2]Liang;Guibai [2]Li 高影响力作者 机构地区:[1]College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China;[2]State Key Laboratory of Urban Water Resource and Environment,Harbin Institute of Technology,Harbin 15.0090,China高影响力机构 出  处:《Journal of Environmental Sciences》索引2012年第24卷第6期,共7页高影响力期刊 基  金:supported by the Important Project of Science and Technology for Water Pollution Control and Treatment (No:2009ZX07424-005-01) 摘  要:Drinking water treatment sludge,characterized as accumulated suspended solids and organic and inorganic matter,is produced in large quantities during the coagulation process.The proper disposal,regeneration or reuse of sludge is,therefore,a significant environmental issue.Reused sludge at low temperatures is an alternative method to enhance traditional coagulation efficiency.In the present study,the recycling mass of mixed sludge and properties of raw water (such as pH and turbidity) were systematically investigated to optimize coagulation efficiency.We determined that the appropriate dosage of mixed sludge was 60 mL/L,effective initial turbidity ranges were below 45.0 NTU,and optimal pH for DOMs and turbidity removal was 6.5-7.0 and 8.0,respectively.Furthermore,by comparing the flocs characteristics with and without recycling sludge,we found that floc structures with sludge were more irregular with average size growth to 64.7 μm from 48.1 μm.Recycling sludge was a feasible and successful method for enhancing pollutants removal,and the more irregular flocs structure after recycling might be caused by breakage of reused flocs and incorporation of powdered activated carbon into larger flocs structure.Applied during the coagulation process,recycling sludge could be significant for the treatment of low temperature and micro-polluted source water. 关 键 词:微污染水源水 回收利用 低温条件 混凝效果 污泥 絮凝特性 浊度去除率 絮体结构
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