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好氧颗粒污泥膜生物反应器中的混合液特性 被引量:2

Characteristics of Sludge Mixed Liquor in Aerobic Granular Sludge Membrane Bioreactor
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摘要 通过引入驯化成熟的好氧颗粒污泥,研究膜生物反应器处理模拟生活污水过程中好氧颗粒污泥特性及好氧颗粒污泥微观结构.研究结果表明:好氧颗粒污泥膜生物反应器中总污泥浓度随运行时间的延长而增加,而好氧颗粒污泥浓度却降低,絮状污泥浓度呈稳步增加趋势.反应器内好氧颗粒污泥趋于小粒径化,由初始的3 mm降至2 mm,颗粒污泥的沉降性能恶化.污泥混合液中存在高浓度的胞外多聚物和溶解性有机物,且随反应器运行时间的延长而显著增加.溶解性有机物浓度随时间的变化趋势与胞外多聚物相同.通过电镜观察,好氧颗粒污泥外部为好氧区,内部为厌氧区,表面微生物以丝状菌为主,内部以长杆菌为主. The purpose of this study was to discuss the characteristics of sludge mixed liquor, as well as microbial structure of aerobic granular sludge in MBR. It found that the total sludge concentration of aerobic granular sludge increased, but the concentration of aerobic granular sludge declined gradually in aerobic granular sludge MBR. However the floc sludge concentration showed increasing steadily gradually in aerobic granular sludge MBR. The mean diameter of aerobic granular sludge decreased from 3mm to 2ram,and its settlement performance deteriorated with time in aerobic granular sludge MBR. The large number of EPS and soluble products produced and their concentrations increased gradually in MBR. The soluble products concentration and ESP had the same trend. By the mean of electric microscope, The microstructure of aerobic granular sludge was divided into two areas, external aerobic zone and internal an aerobic zone, filamentous bacteria inhabited mainly on the surface of the aerobic granular sludge,and bacillus mainly existed inside of it.
出处 《南京师范大学学报(工程技术版)》 CAS 2014年第1期87-92,共6页 Journal of Nanjing Normal University(Engineering and Technology Edition)
关键词 好氧颗粒污泥 运行特性 微观结构 膜生物反应器 aerobic granule sludge characteristics microstruature MBR
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参考文献19

  • 1Visvanathan Claim R B, Parameshwaran K. Membrane separation bioreactor for wastewater treatment [ J ]. Critical Reviews in Environ Sci and Technol,2000,30( 1 ) :1-48.
  • 2Kwang Ho Choo, Lee C H. Membrane fouling mechanisms in the membrane-coupled anaerobic bioreactor[ J ]. Wat Res, 1996, 30(8) :1 771-1 780.
  • 3Sezgin M,Jenkins D, Parker D S. A unified theory of filamentous activated sludge bulking [ J ]. JWPCF, 1978,50 (9):362- 381.
  • 4Belen Arrojo,Anuska Mosquera-Corral,Juan M. Garrido. Aerobic granulation with industrial wastewater in sequencing batch reactors[J]. Water Research,2004,38:3 389-3 399.
  • 5Nagaoka H ,Yamanishi S Miya. A modeling of biofouling by extracellular polymers in a membrane separation actives sludge system[ J ]. Wat Sci Tech, 1998,38 (4/5) :902-908.
  • 6Magara Y, Numbu S, Utosawa K. Biochemical and physical properties of an actived sludge on settling characteristics [ J ]. Wat Res, 1986,10( 1 ) :71-77.
  • 7Forster C F,Dallas Newton J. Aetived sludge on settlement some suppositions and suggestion[ J]. War Pollut Control, 1980, 79(3) :338-351.
  • 8高方述,彭松,李秀芬,堵国成.膜生物反应器中好氧颗粒污泥特性的变化[J].环境科学与技术,2006,29(9):13-15. 被引量:7
  • 9美国公共卫生协会、美国自来水厂协会、水污染控制联合会.水和废水标准分析方法[M].15版.宋仁元,张亚杰,译.北京:中国建筑工业出版社,1985.
  • 10王妍春,左剑恶,肖晶华.EGSB反应器内厌氧颗粒污泥性质的研究[J].中国沼气,2002,20(4):3-7. 被引量:25

二级参考文献18

  • 1Rebac, et al. High-rate anaerobic treatment of malting wastewater in a pilot-scale EGSB system under psychrophilic conditions [J]. J.Chem. Tech. Biotechnol., 1997,68:135~146.
  • 2Nuneg, et al. Anaerobic treatment of slaughterhouse wastewater in an expanded granular sludge bed(EGSB)reactor [J]. Wat. Sci.Tech., 1999,40(8):99~106.
  • 3Zoutberg, et al. The biobed EGSB(Expanded Granular Sludge Bed)system covers shortcoming of the upflow anaerobic sludge blanket reactor in a chemical industry[J]. Wat. Sci. Tech, 1997,35(10):183~188.
  • 4国家环境保护局.水与废水检测分析方法(第三版)[S].1997.
  • 5胡重民,等.水力学[M].北京:水力电力出版社1989.
  • 6Belen Arrojo,Anuska Mosquera-Corral.Aerobic granulation with industrial wastewater in sequencing batch reactors[J].Water Research.2004,38:3389-3399.
  • 7Liu Y,Tay J H.The essential role of hydrodynamic shear force in the formation of biofilm and granular sludge[J].Water Research,2002,36:1653-1665.
  • 8Y Liu,K H Woon,S-F Yang,et al.Influence of phenol on cultures of acetate-fed aerobic granular sludge[J].Letters in Applied Microbiology,2002,35:162-165.
  • 9C Wisniewski,A Grasmick.Floc size distribution in a membrane bioreactor and consequences for membrane fouling[J].Colloids and Surfaces A; Physical Chemical and Engineering Aspects,1998,138:403-411.
  • 10宋仁元译.美国公共卫生协会美国自来水厂协会水污染控制联合会编著.水和废水标准分析方法(第15版)[M].北京:中国建筑工业出版社,1985.

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