工业水处理 ›› 2012, Vol. 32 ›› Issue (9): 75-77. doi: 10.11894/1005-829x.2014.32(09)75

• 工程实例 • 上一篇    下一篇

吹脱—UASB—A/O—MBR—反渗透工艺处理垃圾渗滤液

龚为进, 段学军, 刘磊   

  1. 中原工学院能源与环境学院, 河南郑州 450007
  • 收稿日期:2012-07-11 出版日期:2012-09-20 发布日期:2012-09-20
  • 作者简介:龚为进(1977-),博士。电话:13623716052,E-mail:9767754@qq.com
  • 基金资助:

    郑州市科技发展指导性项目(2010SFXM539);中国纺织工业协会科技指导性项目(2009049)

Treatment of landfill leachate by striping-UASB-A/O-MBR-RO process

Gong Weijin, Duan Xuejun, Liu Lei   

  1. School of Energy & Environmental Engineering, Zhongyuan University of Technology, Zhengzhou 450007, China
  • Received:2012-07-11 Online:2012-09-20 Published:2012-09-20

摘要:

河南省某市生活垃圾填埋场的渗滤液产生量为80 m3/d,该渗滤液具有COD高、可生化性差、NH3-N含量高等特点.设计采用吹脱—UASB—A/O—MBR—反渗透组合工艺进行处理,介绍了各工艺单元的主要设计参数.调试运行结果表明,出水各项指标均优于GB 16889—2008中的污染物排放浓度限值要求.

关键词: 垃圾渗滤液, 上流式厌氧污泥床, 膜生物反应器, 反渗透

Abstract:

The amount of landfill leachate from domestic waste in Henan Province,China,is 80 m3/d. The landfill leachate is characterized by high COD,poor biodegradability and high NH3-N content. The combined treatment process,striping-UASB-A/O-MBR-RO,has been designed for treating landfill leachate. The main design parameters of every process unit are introduced. The debugging and operation results show that all of the indexes of the effluent water are superior to the limit value requirements of pollutant discharging concentration in Standard GB 16889-2008.

Key words: landfill leachate, upflow anaerobic sludge bed, membrane bio-reactor, reverse osmosis

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