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MBR复合工艺膜污染及其清洗特征 被引量:1

Characteristic of Fouling and Cleaning of MBR Hybrid Process
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摘要 采用"A+(A/O)n+MBR"复合工艺,在次临界通量条件下,考察了膜污染发展及清洗特性。试验发现,膜污染随运行时间的变化呈现出阶段性上升的特征,即经过初期缓慢发展和中期较快发展后,出现了膜污染的急剧增加。电镜及能谱分析表明,膜面污染物主要包括沉积于膜面的大量污泥絮体、附着于膜面的致密凝胶层和一些由Ca2+、Mg2+等离子形成的堵塞和吸附于膜孔的无机垢粒。膜清洗及阻力表明,自来水冲洗可使泥饼层大部分脱落,泥饼层对膜污染阻力贡献最大,达到60.71%;NaClO清洗对凝胶层的去除效果显著,有机污染对膜污染阻力为31.44%;HCl清洗去除的无机垢粒对膜污染贡献率仅为7.85%。 Characteristic of membrane fouling development and cleaning in an A+ (A/O) n+ MBR process was investigated under the condition of sub-critical flux. It could be concluded that a characteristic three-stage trans-membrane pressure(TMP) profile was observed with an initially extended period of slow and fast TMP rise followed by a sudden transition to a rapid rise. From SEM examination, it was found that contaminants attached on the mem-brane surface comprised large amount sludge flcc and gel layer formed by fine particles and macro-molecular organic substance, especially EPS, and some inorganic particles formed by Ca^2+ , Mg^2+, etc. The results obtained by membrane cleaning and resistance analysis showed that fouling caused by cake layer and gel layer and inorganic particles could be removed effectively by tap water washing, NaC10 and HC1 respectively, and their contributes to total resistance account for 60. 71%, 31.44% and 7.85% respectively.
作者 杨继贤
出处 《中国环境管理干部学院学报》 CAS 2009年第2期46-49,共4页 Journal of Environmental Management College of China
关键词 MBR复合工艺 膜污染 扫描电镜 阻力分析 MBR hybrid process membrane fouling SEM resistance analysis
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  • 1国家环保局《水和废水监测分析方法》编委会.水和废水监测分析方法(第3版)[M].北京:中国环境科学出版社,1989..
  • 2Zhang X, Bishop P L, Kinkle B K. Comparison of extraction methods for quantifying extracellular polymers in biofllms[J]. Wat Sci Tech,1999, 39(7) :211-218.
  • 3Chuang S H, Ouyan C F, Wang Y B. Kinetic competition between phosphate release and denitrification on sludge under anoxic condition[J]. Wat Res, 1996, 30(12) :2961-2968.
  • 4Nagaoka H, Yamanishi Y, Miya A. Modeling of biofouling by extracellular polymers in a membrane separation activated sludge system[J]. Wat SCi Tech, 1998, 38(4-5):497-504.
  • 5Chang I S, Lee C H. Membrane filtration characteristics in membrane-coupled activated sludge system-the effect of physiological states of activated sludge on membrane fouling [J].Desalination, 1998, 120(3):221-233.
  • 6Cho B D, Fane A G. Fouling transients in nominally sub-critical flux operation of a Membrane Bioreactor [ J ]. Journal of membrane science, 2002, 209(2) :391-403.
  • 7莫罹,黄霞,吴金玲,张力平.混凝-微滤膜净水工艺的膜污染特征及其清洗[J].中国环境科学,2002,22(3):258-262. 被引量:32

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  • 1李绍峰,崔崇威,刘玉强,邹原,谢炜平.MBR膜污染阻力及清洗效果研究[J].安全与环境学报,2006,6(2):9-12. 被引量:8
  • 2李绍峰,王宏杰,王雪芹.填料对一体式膜生物反应器运行效能的影响[J].化学工程,2007,35(6):53-56. 被引量:9
  • 3李娜,李志东,李国德,郑治国,张洪林,刘丹.膜生物反应器处理生活污水中膜污染的研究[J].水处理技术,2007,33(8):16-19. 被引量:3
  • 4Le-Clech P,Chen V,Fane A G.Fouling in membrane bioreactors used in wastewater treatment[J].J Membr Sci,2006,284(1/2):17-53.
  • 5Lee J,Ahn W Y,LeeCH.Comparison of the filtration characteristics between attached and suspended growth microorganisms in submerged membrane bioreactor[J].Water Res,2001,35(10):2435-2445.
  • 6Lee C H,Park P K,Lee W N,et al.Correlation of biofouling with the bio-cake architecture in an MBR[J].Desalination,2008,231:115-123.
  • 7Meng F,Yang F.Fouling mechanisms of deflocculated sludge,normal sludge,and bulking sludge in membrane bioreactor[J].J Membr Sci,2007,305(1/2):48-56.
  • 8Gao W J,Lin H J,Leung K T,et al.Structure of cake layer in a submerged anaerobic membrane bioreactor [J].J Membr Sci,2011,374:110-120.
  • 9Qiu LJi S Filtration capability and operational characteristics of dynamic membrane bioreactor for municipal wastewater treatment[J].Sep Sci Technol,2006,51(2):173-179.
  • 10Zhang J,Chua H C,Zhou J,et al,Factors affecting the membrane performance in submerged membrane bio- reactors[J].J Membr Sci,2006,284(1/2):54-66.

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