Ning Guixing, Zhang Xin, Wang Kai, Jiang Anping, Wang Guilin. Application of nanofiltration technology in treatment of urban soild composting leachate[J]. Chinese Journal of Environmental Engineering, 2013, 7(4): 1440-1444.
Citation: Ning Guixing, Zhang Xin, Wang Kai, Jiang Anping, Wang Guilin. Application of nanofiltration technology in treatment of urban soild composting leachate[J]. Chinese Journal of Environmental Engineering, 2013, 7(4): 1440-1444.

Application of nanofiltration technology in treatment of urban soild composting leachate

  • Received Date: 28/05/2012
    Accepted Date: 09/02/2012
    Available Online: 09/04/2013
    Fund Project:
  • Nanofiltration membrane has many advantages to treat effluent from amembrane bio-reactor. A study was carried out to evaluate the recovery rate of composting leachate and change of COD. The results showed that COD of MBR effluent was less than 800 mg/L~900 mg/L, COD of the nanofiltration membrane effluent was less than 100 mg/L. Recovery rate of direct run nanofiltration system was 40%~50%. Inner loop run recovery rate was 75%~80%. Concentrated segment rate was 9.3%~11.8%.The total recovery rate was 80.4%~82.0%. Accorading to the requirement of velocity along membrane surface, inflow of the membrane must be more than 8 m3/h. The membrane pressure, inflow and circulation flow were key factors to affect the membrane flux.
  • [1] 葛目荣,许莉,曾宪友,等.纳滤理论的研究进展.流体机械, 2005,33(1):35-39 Ge Murong, Xu Li, Zeng Xianyou, et al. Headway of research on nanofiltration theories.Fluid Machinery,2005, 33(1):35-39(in Chinese)

    Google Scholar Pub Med

    [2] 张显球, 张林生, 吕锡武. 纳滤对水中有机微污染的去除效果与应用.水处理技术, 2005,31(2):62-65 Zhang Xianqiu, Zhang Linsheng, Lü Xiwu. The removal of organic micro-pollution from water by nanofiltrat ion. Technology of Water Treatment, 2005,31(2):62-65(in Chinese)

    Google Scholar Pub Med

    [3] Suksaroj C., Héran M., Allègre C., et al.Treatment of textile plant effluent by nanofiltration and/or reverse osmosis for water reuse. Desalination, 2005,178(1-3):333-341

    Google Scholar Pub Med

    [4] 邓建绵,刘金盾,张浩勤,等.纳滤技术在工业废水处理中的应用研究. 工业水处理,2008,28(4):10-12 Deng Jianmian,Liu Jindun,Zhang Haoqin,et al. Application of nanofiltration membrane to industry wastewater treatment. Industrial Water Treatment, 2008,28(4):10-12(in Chinese)

    Google Scholar Pub Med

    [5] Wang Daxin, Wang Xiaolin, Tomi Y., et al. Modeling the separation performance of nanofiltration membranes for the mixed salts solution. J. Membr. Sci.,2006,280(1/2):734-743

    Google Scholar Pub Med

    [6] Geens J., Van der Bruggen B., Vandecasteele C., et al. Transport model for solvent permeation through nanofiltration membranes.Separation and Purification Technology, 2006,48(3):255-263

    Google Scholar Pub Med

    [7] Wang X. L., Tsuru T., Nakao S., et al. The electrostatic and steric-hindrance model for the transport of charged solutes through nanofiltration membranes.J. Membrane Science,1997,135(1):19-32

    Google Scholar Pub Med

    [8] 陈钰,杨顺生, 潘科.膜处理技术在城市垃圾渗滤液处理中的应用.工业用水与废水,2005,36(2):13-16 Chen Yu, Yang Shunsheng, Pan Ke. An application of membrane technology in treatment of urban garbage percolate. Industrial Water & Wastewater, 2005,36(2):13-16(in Chinese)

    Google Scholar Pub Med

    [9] 刘倩,谢冰,胡冲,等. 陈垃圾反应床+芦苇人工湿地处理垃圾渗滤液.环境工程学报, 2012,6(4):1108-1112 Liu Qian,Xie Bing,Hu Chong, et al. Treatment of landfill leachate by aged refuse bioreactor and reeds wetland. Chinese Journal of Environmental Engineering, 2012,6(4):1108-1112(in Chinese)

    Google Scholar Pub Med

    [10] 陈少华, 刘俊新.垃圾渗滤液中有机物分子量的分布及在MBR系统中的变化.环境化学,2005,24(2):153-157 Chen Shaohua, Liu Junxin. Molfcular weight distribution of organic matter in landfill leachateand its variation throughout MBR treatment. Environmental Chemistry, 2005,24(2):153-157(in Chinese)

    Google Scholar Pub Med

    [11] 王晓琳. 纳滤膜分离机理及其应用研究进展. 化学通报, 2001,(2):86-90 Wang Xiaolin. The progress and status of nanofiltration membranes. Chemistry, 2001,(2):86-90(in Chinese)

    Google Scholar Pub Med

    [12] Kenichi Ushikosh, Tetsuo Kobayash, Kazuya Uematsu,et al. Leachate treatment by the reverse osmosis system. Desalination, 2002,150(2):121-129

    Google Scholar Pub Med

    [13] 徐龙君,潘虹. 电解絮凝法处理老龄垃圾渗滤液的实验研究. 环境工程学报, 2011,5(2):365-368 Xu Longjun, Pan Hong. Experimental study on electrocoagulation treatment of aged-landfill leachate. Chinese Journal of Environmental Engineering, 2011,5(2):365-368(in Chinese)

    Google Scholar Pub Med

    [14] 罗敏, 侯立安, 王占生. 纳滤膜对有机物的截留机理研究. 环境科学学报, 2000,20(5):13-17 Luo Min, Hou Li’an,Wang Zhansheng. A studyon organics rejection mechanism by nanofiltration membrane.Acta Scientiae Circumstantiae, 2000,20(5):13-17(in Chinese)

    Google Scholar Pub Med

    [15] Trebouet D., Schumpf J. P., Jannen P., et al. Stabilized landfill leachate treatment by combined physico-chemical nanofiltration processes.Water Resource,2001,35(12):2935-2942

    Google Scholar Pub Med

    [16] 王宝贞,王琳. 城市固体废物垃圾渗滤液处理与处置. 北京:化学工业出版社,2005

    Google Scholar Pub Med

    [17] 罗宇, 杨宏毅. MBR 工艺应用于垃圾渗滤液处理的研究. 环境工程, 2004,22(2):69-71 Luo Yu, Yang Hongyi. Study on application of MBR process to treatment of treatment of refuse leachate. Environmental Engineering,2004,22(2):69-71(in Chinese)

    Google Scholar Pub Med

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Application of nanofiltration technology in treatment of urban soild composting leachate

Fund Project:

Abstract: Nanofiltration membrane has many advantages to treat effluent from amembrane bio-reactor. A study was carried out to evaluate the recovery rate of composting leachate and change of COD. The results showed that COD of MBR effluent was less than 800 mg/L~900 mg/L, COD of the nanofiltration membrane effluent was less than 100 mg/L. Recovery rate of direct run nanofiltration system was 40%~50%. Inner loop run recovery rate was 75%~80%. Concentrated segment rate was 9.3%~11.8%.The total recovery rate was 80.4%~82.0%. Accorading to the requirement of velocity along membrane surface, inflow of the membrane must be more than 8 m3/h. The membrane pressure, inflow and circulation flow were key factors to affect the membrane flux.

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