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    尚爱安, 徐美燕, 孙贤波, 曹国民, 赵庆祥. 物化-生化组合工艺处理垃圾渗滤液[J]. 华东理工大学学报(自然科学版), 2005, (6): 756-759782.
    引用本文: 尚爱安, 徐美燕, 孙贤波, 曹国民, 赵庆祥. 物化-生化组合工艺处理垃圾渗滤液[J]. 华东理工大学学报(自然科学版), 2005, (6): 756-759782.
    SHANG Ai-an, XU Mei-yan, SUN Xian-bo, CAO Guo-min, ZHAO Qin-xiang. Multi-Stage Treatment of Sanitary Landfill Leachate[J]. Journal of East China University of Science and Technology, 2005, (6): 756-759782.
    Citation: SHANG Ai-an, XU Mei-yan, SUN Xian-bo, CAO Guo-min, ZHAO Qin-xiang. Multi-Stage Treatment of Sanitary Landfill Leachate[J]. Journal of East China University of Science and Technology, 2005, (6): 756-759782.

    物化-生化组合工艺处理垃圾渗滤液

    Multi-Stage Treatment of Sanitary Landfill Leachate

    • 摘要: 针对垃圾渗滤液的氨氮、COD、难降解物质浓度高等特点,开发了磷酸铵镁沉淀法(MAP)脱氮一厌氧/好氧生物处理一混凝组合工艺处理垃圾渗滤液的新技术,研究了不向单元的作用及影响处理效果的因素。实验结果表明:高浓度垃圾渗滤液经组合工艺处理后,其COD、BODs、NH3-N、E260(紫外260nm处吸光度,代表难降解有机物)的去除率分别为97.5%、99.29/5、87.2%、75.3%。

       

      Abstract: A multi-stage wastewater treatment process was developed for treating high strength sanitary landfill leachate. Magnesium ammonium phosphate was employed in the first stage precipitation treatment to remove a major portion of the ammonia nitrogen present in the leachate; low oxygen/aerobic biological treatment in mixed reactors was then performed to remove biodegradable organic pollutants ; coagulation and flocculation treatment was performed at the last to produce a dischargeable final effluent. In the test case, COD was reduced from 10 300 to 256 mg/L and that BOD was reduced from 3700 to 28mg /L.

       

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