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平板式MBR处理城市生活污水的性能与经济性分析 被引量:4

Performance of Plate Membrane Bioreactor for Municipal Domestic Wastewater Treatment and Its Economic Analysis
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摘要 采用处理规模为60 m3/d的平板式膜生物反应器处理城市生活污水,考察了其对有机物和氨氮的去除效果,并对工程投资和运行费用进行了分析。结果表明,MBR系统对COD、BOD5和NH4+-N的平均去除率分别为93.1%、99.1%和89.0%;出水水质达到了《城市污水再生利用城市杂用水水质》(GB/T 18920—2002)和《城市污水再生利用景观环境用水水质》(GB/T18921—2002)中河道类观赏性景观环境用水的水质要求。该系统的单位工程投资为2 200元/m3,运行成本为1.34元/m3。与传统的中水处理工艺相比,该工艺具有一定的综合优势。 A plate membrane bioreactor (MBR) with capacity of 60 m^3/d was applied for municipal wastewater treatment. The removal efficiencies of organic matter and ammonia nitrogen were investigated, and the project investment and operation cost were analyzed. The results show that the removal rates of COD, BOD5 and NH4^+ - N are 93.1%, 99.1% and 89.0% respectively in the MBR. The effluent quality meets the requirements of Reuse of Urban Recycling Water--Water Quality Standard for Urban Miscellaneous Water Consumption (GB/T 18920 -2002) and Reuse of Urban Recycling Water--Water Quality Standard for Scenic Environment Use (GB/T 18921 -2002). The system's unit project investment is 2 200 yuan/m^3 , and the operation cost is 1.34 yuan/m^3. Compared to typical wastewater reuse treatment processes, the plate membrane bioreactor excels in terms of quality and costs.
出处 《中国给水排水》 CAS CSCD 北大核心 2007年第19期48-51,共4页 China Water & Wastewater
基金 上海市科技发展基金资助项目(022312119)
关键词 膜生物反应器 城市生活污水 再生回用 除污效果 经济性分析 membrane bioreactor municipal domestic wastewater reclamation and reuse contaminant removal effect economic analysis
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参考文献11

  • 1Pollice A,Saturno D,Giordano C,et al.Long term effects of complete sludge retention in a membrane bioreactor for municipal wastewater treatment[J].Desalination,2006,199(1-3):325-327.
  • 2Melin T,Jefferson B,Bixio D,et al.Membrane bioreactot technology for wastewater treatment and reuse[J].Desalination,2006,187(1-3):271-282.
  • 3Liu R,Huang X,Chela L J,et al.Operational performance of a submerged membrane bioreactor for reclamation of bath wastewater[J].Process Biochemistry,2005,40(1):125-130.
  • 4国家环境保护总局.水和废水监测分析方法(第4版)[M].北京:中国环境科学出版社,2002..
  • 5刘志华,陈建中.膜生物反应器处理生活污水的实验研究[J].广州环境科学,2006,21(1):7-9. 被引量:2
  • 6白晓琴,赵英,张颖,顾平.好氧MBR与序批式MBR处理生活污水的比较[J].中国给水排水,2006,22(3):28-31. 被引量:15
  • 7张再利,雷恒毅,李顺义.一体式膜生物反应器处理城市生活污水水质及回用分析[J].中山大学学报(自然科学版),2004,43(5):115-117. 被引量:6
  • 8Grelier P,Rosenberger S,Tazi-Pain A.Influence of sludge retention time on membrane bioreactor hydraulic performance[J].Desalination,2006,192(1-3):10-17.
  • 9Rosenberger S,Kruger U,Witzig R,et al.Pedormance of a bioreactor with submerged membrsned for aerobic treatment of municipal wastewater[J].Water Res,2002,36(2):413-420.
  • 10王效琴,王启山,李金河,王秀艳,胡晓亮,贾丽娜.不同中水回用模式的技术经济分析[J].中国给水排水,2006,22(16):73-76. 被引量:24

二级参考文献26

  • 1任晓鲲,徐伟朴.城市污水中水回用的分散与集中处理对比研究[J].河北建筑工程学院学报,2004,22(1):65-67. 被引量:8
  • 2王炜亮,毕学军,张波.曝气生物滤池的特点、应用及发展[J].青岛建筑工程学院学报,2004,25(4):62-67. 被引量:12
  • 3张显龙,李海燕.CMF+RO法在中水回用中的实验研究[J].当代化工,2005,34(2):137-138. 被引量:6
  • 4张全忠,韩春梅.膜生物反应器的应用现状及存在的问题[J].环境科学与管理,2005,30(4):42-43. 被引量:26
  • 5Yoona S H,Kimb H S,Yeomb I T.The optimum operational condition of membrane bioreactor (MBR):cost estimation of aeration and sludge treatment[ J ].Water Research,2004,38 (1):37-46.
  • 6Bae T H,Han S S,Tak T M.Membrane sequencing batch reactor system for the treatment of dairy industry wastewater[ J ].Process Biochemistry,2003,39 (2):221-231.
  • 7Chang I S,Clech Le P,Jefferson B,et al.Membrane fouling in membrane bioreactors for wastewater treatment[ J ].Environmental Engineering,2002,128 (11):1018 -1029.
  • 8Richard Sedlak.Phosphorus and Nitrogen Removal from Municipal Wastewater[ M ].New York:Lewis Publishers,1991.
  • 9张自杰 林荣忱.排水工程(第4版)[M].北京:中国建筑工业出版社,2000..
  • 10Stephenson T,Judd S,Jefferson B,et al. Membrane bioreactors for wastewater treatment [ M ]. London: IWA Publishing, 2000.

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