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MBR处理微污染河水试验

俞开昌 陈春生 贾海涛 杨 利 娄志颖 关 晶

俞开昌, 陈春生, 贾海涛, 杨 利, 娄志颖, 关 晶. MBR处理微污染河水试验[J]. 环境科学研究, 2010, 23(7): 936-941.
引用本文: 俞开昌, 陈春生, 贾海涛, 杨 利, 娄志颖, 关 晶. MBR处理微污染河水试验[J]. 环境科学研究, 2010, 23(7): 936-941.
YU Kai-chang, CHEN Chun-sheng, JIA Hai-tao, YANG Li, LOU Zhi-ying, GUAN Jing. Treatment of Micro-Polluted River Water by MBR[J]. Research of Environmental Sciences, 2010, 23(7): 936-941.
Citation: YU Kai-chang, CHEN Chun-sheng, JIA Hai-tao, YANG Li, LOU Zhi-ying, GUAN Jing. Treatment of Micro-Polluted River Water by MBR[J]. Research of Environmental Sciences, 2010, 23(7): 936-941.

MBR处理微污染河水试验

基金项目: 国家水体污染控制与治理科技重大专项 (2009ZX07208-002)

Treatment of Micro-Polluted River Water by MBR

  • 摘要: 采用絮凝沉淀+缺氧/膜生物反应器(Anoxic/Membrane Bioreactor,A/MBR)工艺对劣Ⅴ类微污染河水的处理进行了中试研究,探讨了该工艺对低碳高氮磷河水处理效果的保证措施. 结果表明:系统处理规模为10 m3/d,在曝气量为8 m3/h,平流沉淀池、缺氧池和膜池水力停留时间分别为25 min,0.8 h和2.5 h,污泥ρ(MLSS)为6.0~6.5 g/L的运行条件下,向缺氧池投加约为理论量2倍的甲醇,在平流沉淀池与膜池分别投加10和5 mg/L的聚合氯化铝(PAC),出水ρ(CODCr),ρ(BOD5),ρ(NH3-N)和ρ(TP)达到《地表水环境质量标准》(GB3838—2002)Ⅲ类水体标准,ρ(TN)<15 mg/L.

     

  • [1] 董辅祥,董欣东.节约用水原理及方法指南[M].北京:中国建筑出版社,1995.
    [2] 黄霞,桂萍,范晓军,等.膜生物反应器废水处理工艺的研究进展[J].环境科学研究,1998,11(1):40-44.
    [3] STEPHENSON T,BRINDLE K,JUD S,et al.Membrane bioreactors for wastewater treatment[M].UK:IWA Publication,2000.
    [4] PATEL J,NAKHLA G.Simultaneous nitrification and denitrification with anoxic phosphorus uptake in a membrane bioreactor system[J]. Water Environ Res,2006,78(11):2193-2202.
    [5] AHN K H,SONG K G,CHOA E,et al.Enhanced biological phosphorus and nitrogen removal using a sequencing anoxic/anaerobic membrane bioreactor (SAM) process[J].Desalination,2003,157(1/2/3):345-352.
    [6] CRAWFORD G,THOMPSON D,LOZIER J,et al.Membrane bioreactors-a designer's perspective[C]//Water Environment Federation.CD-ROM Proceedings of WEFTEC 73rd annual conference and exposition. Anaheim, CA: Water Environment Federation,2002:14-18.
    [7] KOLEGA M,GROHMANN G S,CHIEW R F,et al.Disinfection and clarification of treated sewage by advanced microfiltration[J].Water Sci Technol,1991,23(7/8/9):1609-1618.
    [8] LANGLAIS B,DENIS P,TRIBALLEAU S,et al.Test on microfiltration as a tertiary treatment downstream of fixed bacteria filtration[J].Water Sci Technol,1992,25(10):219-230.
    [9] POUET M F,GRASMICK A,HOMER F,et al.Tertiary treatment of urban wastewater by cross flow microfiltration[J].Water Sci Technol,1994,30(4):133-139.
    [10] ERSU C B,ONG S K,ARSLANKAYA E,et al.Comparison of recirculation configurations for biological nutrient removal in a membrane bioreactor[J].Water Res,2008,42(6/7):1651-1663.
    [11] VISVANATHAN C,BEN A R,PARAMESHWARAN K,et al.Membrane separation bioreactors for wastewater treatment[J].Critical Reviews in Environment Science and Technology,2000,30:1-48.
    [12] 邱慎初.化学强化一级处理(CEPT)技术[J].中国给水排水,2000,16(S1):26-29.
    [13] 励建全.上海市竹园第一污水处理厂[J].中国市政工程,2003(1):45-47.
    [14] 谢元华,徐成海,朱彤,等.金属膜生物反应器处理生活污水膜污染的影响因素[J].环境科学研究,2009,22(4):473-477.
    [15] 郑祥,刘俊新.影响MBR脱氮效率的因素研究[J].环境科学学报,2005,25(10):1325-1329.
    [16] 王丽丽,赵林,谭欣,等.不同碳源及其碳氮比对反硝化过程的影响[J].环境保护科学,2004,30(1):15-18.
    [17] BURDICK C R,REFLIN D R,SENSEL H H.Advanced biological treatment to achieve nutrient removal[J].WPCF,1982,54:1078-1086.
    [18] 耿文艳.投加混凝剂对膜-生物反应器膜污染控制与机理研究[D].北京:中国地质大学,2006:13-14.
    [19] 冀世锋,高春梅,奚旦立,等.膜生物反应器中生物铁对活性污泥性能的影响[J].环境科学研究,2009,22(6):707-712.
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出版历程
  • 收稿日期:  2010-01-20
  • 修回日期:  2010-03-15
  • 刊出日期:  2010-07-25

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