3AMBR工艺在昆明第四污水处理厂的应用

张严严, 郭玉梅, 刘波, 郭昉, 张亚宁, 张艳芳, 陈永明. 3AMBR工艺在昆明第四污水处理厂的应用[J]. 环境工程学报, 2013, 7(9): 3409-3414.
引用本文: 张严严, 郭玉梅, 刘波, 郭昉, 张亚宁, 张艳芳, 陈永明. 3AMBR工艺在昆明第四污水处理厂的应用[J]. 环境工程学报, 2013, 7(9): 3409-3414.
Zhang Yanyan, Guo Yumei, Liu Bo, Guo Fang, Zhang Yaning, Zhang Yanfang, Chen Yongming. Application of 3AMBR in the Fourth Wastewater Treatment Plant of Kunming[J]. Chinese Journal of Environmental Engineering, 2013, 7(9): 3409-3414.
Citation: Zhang Yanyan, Guo Yumei, Liu Bo, Guo Fang, Zhang Yaning, Zhang Yanfang, Chen Yongming. Application of 3AMBR in the Fourth Wastewater Treatment Plant of Kunming[J]. Chinese Journal of Environmental Engineering, 2013, 7(9): 3409-3414.

3AMBR工艺在昆明第四污水处理厂的应用

  • 基金项目:

    国家"水体污染控制与治理"科技重大专项(2012ZX07302002-005)

  • 中图分类号: X703.1

Application of 3AMBR in the Fourth Wastewater Treatment Plant of Kunming

  • Fund Project:
  • 摘要: 昆明第四污水处理厂3AMBR 工艺于2010年投入使用,排放标准为国家一级A标,运行状况良好,目前是国内最大的处理生活污水的MBR工艺污水处理厂,设计日处理量为6万m3生活污水,2012年年实际处理量2 071万m3污水,吨水耗电量约0.61度/吨,吨水耗絮凝剂量约0.51 g,深度处理部分吨水耗硫酸亚铁量约19 g。通过对工艺沿程参数数据的分析(DO,ORP,TN,TP,NH3-N,NO3-N,MLSS,COD),深入探讨了3AMBR工艺运行的原理、现状及存在的问题,研究发现,该工艺存在出水水质好,运行稳定,产泥量少等优点,同时系统也存在过量曝气、污泥龄过长和进水碳源严重不足等现象。
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    [2] 刘亚会,汪建根.MBR处理氨氮废水的试验研究.安徽农业科学,2011,39(34):21181-21183 Liu Yahui, Wang Jiangen. Study on the treatment of wastewater with ammonia nitrogen by MBR. Journal of Anhui Agricultural Sciences, 2011,39(34):21181-21183 (in Chinese)
    [3] 汤文斐, 夏世斌.GS-MBR除磷过程优化控制系统研制.西南给排水,2007,29(6):46-48 Tang Wenfei,Xia Shibin. The GS-MBR dephosphatation process optimization control system development.Southwest Water & Wastewater, 2007,29(6):46-48 (in Chinese)
    [4] 林丰,张林生.MBR脱氮工艺的研究进展.污染防治技术,2003,16(4):42-44 Lin Feng, Zhang Linsheng. Advances of membrane bioreactor technology for nutrient removal. Pollution Control Technology,2003,16(4):42-44 (in Chinese)
    [5] Khursheed A., Kazmi A.A. Retrospective of ecological approaches to excess sludge reduction. Water Research, 2011,45(15):4287-4310
    [6] 赵如金,刘腾.PF-MBR处理城市生活污水膜污染特性研究.工业水处理,2012,32(1):28-32 Zhao Rujin, Liu Teng. Membrane fouling characteristics in the process of treating municipal domestic sewage with PF-MBR. Industrial Water Treatment,2012,32(1):28-32 (in Chinese)
    [7] 吴昊,欧阳峰.中水回用MBR工艺的研究.污染防治技术,2008,21(4):48-50 Wu Hao, Ou Yangfeng. Study on MBR process applied to middle-water recycle. Pollution Control Technology,2008,21(4):48-50 (in Chinese)
    [8] 李勇,钟捷.石化废水处理中MBR工艺的运行管理.工业水处理,2011,31(12):81-84 Li Yong, Zhong Jie. Operational management of the membrane bioreactor process in the treatment of wastewater from petrochemical industry. Industrial Water Treatment,2011,31(12):81-84 (in Chinese)
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出版历程
  • 收稿日期:  2013-03-27
  • 刊出日期:  2013-09-15

3AMBR工艺在昆明第四污水处理厂的应用

  • 1. 昆明滇池水务股份有限公司, 昆明 650034
基金项目:

国家"水体污染控制与治理"科技重大专项(2012ZX07302002-005)

摘要: 昆明第四污水处理厂3AMBR 工艺于2010年投入使用,排放标准为国家一级A标,运行状况良好,目前是国内最大的处理生活污水的MBR工艺污水处理厂,设计日处理量为6万m3生活污水,2012年年实际处理量2 071万m3污水,吨水耗电量约0.61度/吨,吨水耗絮凝剂量约0.51 g,深度处理部分吨水耗硫酸亚铁量约19 g。通过对工艺沿程参数数据的分析(DO,ORP,TN,TP,NH3-N,NO3-N,MLSS,COD),深入探讨了3AMBR工艺运行的原理、现状及存在的问题,研究发现,该工艺存在出水水质好,运行稳定,产泥量少等优点,同时系统也存在过量曝气、污泥龄过长和进水碳源严重不足等现象。

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