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膜生物反应器的运行和膜污染特征 被引量:1

Membrane Fouling Characteristics and Fouling Control Methods in Membrane Bioreactors
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摘要 研究了膜生物反应器的运行效果、膜污染特征。结果表明:膜生物反应器具有良好的污染物去除效果,在处理生活污水时COD的去除率达到90%以上,出水COD控制在80 mg.L-1以下,NH4-N的去除效果能达到95%,出水NH4-N浓度10 mg.L-1以下,膜污染的过程呈现明显的"两段式"特点,即过膜压力缓慢上升阶段和快速上升阶段。采用NaOH+NaClO联合清洗后,膜的过膜压力迅速下降,表明膜污染以有机污染为主。 The paper present an experimental study on the performance and characteristics of the membrane fouling in membrane bioreactor (MBR) operation. The result showed that MBR had excellent removal efficiency, when treating the municipal wastewater, the COD removal could arrival above 90 %, the COD concentration of effluent was below 80 mg/L, the NH4-N removal efficiency could be 95 %, the concentration of NH4-N of effluent was below 10 mg·L^-1. The membrane fouling rate increased as time extended, and the membrane fouling course appeared "two stage", one stage was the stage of trans-membrane pressure(TMP) maintained stable and the other stage was the stage of TMP rise quickly. Afier cleaning by NaOH + NaCIO mixed solution, the TMP decreased greatly, which showed that the main type of the membrane fouling was organic pollutants.
作者 欧阳科 谢珊
出处 《广东化工》 CAS 2011年第7期82-83,54,共3页 Guangdong Chemical Industry
基金 广东省高校优秀青年创新人才项目(LYM10129)
关键词 MBR 膜污染 膜清洗 MBR membrane fouling membrane cleaning
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  • 1Lee J, Ahn W Y, Lee C H. Comparison offhe filtration characteristics between attached and suspended growth microorganisms in submerged membrane bioreactor[J]. Wat Res, 2001, 35(10): 2435-2445.
  • 2Ping Oui, Xia Huang, Ying Chen, et al. Effect of operational parameters on sludge accumulation on membrane surfaces in a submergedmembranebioreactor[J]. Desalination, 2002, 150(2): 185-194.
  • 3Hong S P, Bae T H, Tak T M, et al. Fouling eontxol in activated sludgesubmerged hollow fiber membrane bioreaetors [J]. Desalination, 2002, 143(3): 219-228.
  • 4水和废水监测分析方法(第四版)[M].中国环境科学出版社,2002,11.
  • 5陈少华.膜生物反应器处理垃圾渗滤液的研究[J].中国科学院生态环境研究中心,2006.

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  • 2AGARWAL A, NG W J, LIU Y. Principle and applica- tions of microbubble and nanobubble technology for water treatment [J]. Chemosphere, 2011, 84(9) : 1175 - 1180.
  • 3SHIN W T, MIMNIRAN A, YIACOUMI S, et al.Ozonation using microbubbles formed by electric fields [J]. Separation and Purification Technology, 1999, 15 (3) : 271 - 282.
  • 4CHU L B, YAN S T, XING X H, et al. Enhanced sludge solubilization by microbubble ozonation [J]. Chemosphere, 2008, 72(2) : 205 - 212.
  • 5LIUS, WANGQH, MA H Z, et al. Effect of micro- bubbles on coagulation flotation process of dyeing wastewater [J]. Separation and Purification Technology, 2010, 71(3): 337-346.
  • 6TAKAHASHI M, CHIBA K, LIP. Free-radical gener- ation from collapsing mierobubbles in the absence of a dynamic stimulus [J]. Journal of Physical Chemistry B, 2007, 111(6) : 1343 - 1347.
  • 7TRAVERS S M, LOVETT D A. Activated sludge treatment of abattoir wastewater-Ⅱ: influence of dis- solved oxygen concentration [J]. Water Research, 1984, 18(4): 435-439.
  • 8LIU F, ZHAO C C, ZHAO D F, et al. Tertiary treat- ment of textile wastewater with combined media biologi- cal aerated filter (CMBAF) at different hydraulic load- ings and dissolved oxygen concentrations [J]. Journal of Hazardous Materials, 2008, 160(1) : 161 - 167.
  • 9FAVOLLE Y, COCKX A, GILLOT S, et ah Oxygen transfer prediction in aeration tanks using CFD [J]. Chemi- cal Engineering Science, 2007, 62(24) : 7163 -7171.
  • 10TERASAKA K, HIRABAYASHI A, NISHINO T, et al. Development of mierobubble aerator for waste water treatment using aerobic activated sludge [J]. Chemical Engineering Science, 2011, 66(44) : 3172 - 3179.

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