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Particle size distribution of the organic matters in the treated leachate using aged-refuse-bioreactor

Particle size distribution of the organic matters in the treated leachate using aged-refuse-bioreactor

作     者:SUN Ying-jie WANG Hua-wei ZHAO You-cai 

作者机构:School of Environmental & Municipal Engineering Qingdao Technological University Qingdao 266033 China The State Key Laboratory of Pollution Control and Resource Reuse Tongji University Shanghai 200092 China 

出 版 物:《Journal of Environmental Science and Engineering》 (环境科学与工程(英文版))

年 卷 期:2009年第3卷第7期

页      面:18-22页

学科分类:083002[工学-环境工程] 0830[工学-环境科学与工程(可授工学、理学、农学学位)] 08[工学] 09[农学] 0903[农学-农业资源与环境] 090301[农学-土壤学] 

基  金:Acknowledgments: This work was financially supported by Science and Technology Support Plan of The Ministry of Science and Technology of People's Republic of China (No. 2006BAC02A19) China National Natural Science Foundation with Grant (No. 20177014) 

主  题:landfill leachate particle size distribution nano-filtration aged refuse bioreactor: reverse osmosis 

摘      要:Micro-filtration membrane (1.2 μm), hyper-filtration membrane (0.45 μm) and nano-filtration membrane (1000 Dalton) were used to characterize the particle size distribution of the organic matters in effluent leachate treated by the aged-refuse-bioreactor(ARB) installed at Laogang Refuse Landfill, Shanghai. The results showed that the particle size distribution of the treated fresh and aged leachate using the ARB were quite consistent. The organic matter with particle size below 1000 Dalton accounted for about 90%, balanced with the suspended (〉1.2 μm) and colloidal (1000 Dalton-l.2μm) matters. Hence, it is proposed that coagulation, nano-filtration and electrically chemical oxidation may be not applicable for the advanced treatment for the effluents to reach the discharge standard limit value defined in Chinese national Standard for Pollution Control on the Landfill Site of Municipal Solid Wastes (GB16889-2008), CODCr〈100 mg/L. Aged refuse bioreactor combined reverse osmosis was suggested as an economically and technically feasible technology to treat sanitary landfill leachate.

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