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一体化两相厌氧反应器处理生活污水的快速启动

Rapid Start-up of Integrated Two-phase Anaerobic Reactor for Treating Domestic Sewage
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摘要 采用自行设计的一体化两相厌氧反应器处理生活污水,对启动过程进行研究。控制水温为35℃左右,在进水水质维持基本不变的情况下,通过逐步缩短水力停留时间(HRT)来提高系统的COD容积负荷(VLR),仅36 d就完成了启动。进水pH值在7.39~7.67范围内,采用动力学控制方法很好地实现了产酸相和产甲烷相的分离。启动完成后反应器运行状况良好,系统的HRT约为7 h,VLR约为1.31 kg/(m3.d),对COD的去除率约为80%,对SS的去除率达到近90%,产气量约为0.31 L/h。 An integrated two-phase anaerobic reactor was designed to treat domestic sewage, and the corresponding start-up process was investigated. Under 35℃ and constant influent quality, the COD volumetric loading rate (VLR) of the system was raised by decreasing HRT, and the start-up process was completed in only 36 days. When the influent pH was 7.39 to 7.67, the acidogenic and methanogenic phase of the reactor were separated using a kinetics method. After completing the start-up process, the reactor operated well. The COD removal rate was more than 80% , the SS removal rate was about 90% , and the gas production rate was about 0.31 L/h. VLR was 1.31 kg/(m3 ·d) and HRT was about 7 h.
出处 《中国给水排水》 CAS CSCD 北大核心 2012年第11期25-28,共4页 China Water & Wastewater
基金 国家水体污染控制与治理科技重大专项(2008ZX07315-001-6-2) 2009年军队科研计划项目 重庆市科技攻关计划项目(CSTC2007AB7032)
关键词 一体化两相厌氧反应器 生活污水 启动 integrated two-phase anaerobic reactor domestic sewage start-up
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参考文献6

  • 1中立贤.高浓度有机废水厌氧处理技术[M]北京:中国环境科学出版社,1991.
  • 2Ke S Z,Shi Z,Fang H H P. Applications of two-phase anaerobic degradation in industrial wastewater treatment[J].International Journal of Environment and Pollution,2005,(01):65-80.
  • 3任南琪;王爱杰.厌氧生物技术原理与应用[M]北京:化学工业出版社,2004.
  • 4Han S K,Kim S H,Shin H S. UASB treatment of wastewater with VFA and alcohol generated during hydrogen fermentation of food waste[J].Process Biochemistry,2005,(08):2897-2905.doi:10.1016/j.procbio.2005.01.005.
  • 5林英姿,王爽,于炳慧,曹长虎.ABR反应器的两种快速启动方法对比[J].环境工程学报,2009,3(4):669-672. 被引量:14
  • 6施悦,任南琪,章育铭.两相厌氧工艺好氧预挂膜快速启动试验研究[J].哈尔滨工业大学学报,2006,38(11):1831-1834. 被引量:14

二级参考文献11

  • 1吴晓磊,俞毓馨,钱易.好氧及厌氧固定化微生物处理能力的比较研究[J].环境科学,1994,15(4):50-52. 被引量:18
  • 2PUNA A, TREVISAN M, ROZZI A, et al. Influence of C: N ratio on the start - up of up - flow anaerobic filter reactors [J]. Water Research, 2000, 34(9) : 2 614-2 619.
  • 3Kazuaki Syutsubo, Hideki Harada, Akiyoshi Ohashi,et al Effective start - up of thermophilic UASB reactor by seeding mesophilically- grown granular sludge [ J ]. Water Science and Technology, 1997, 36(6-7): 391 -398.
  • 4MORVAI L, MIHALTZ P, Czako, L. Kinetic basis of a new start - up method to ensure the rapid granulation of anaerobic shldge [ J ]. Water Science and Technology, 1992, 25(7): 113 -122.
  • 5GOODWIN J A S, WASE D A J, FORSTER C F. Pre- granulated seeds for UASB reactors. How necessary are they? [J] Bioresouree Technology, 1992, 41(1) : 71 -79.
  • 6BRITZ T J, VAN SCHALKWYK C, ROOS P. Development of a method to enhance granulation in a laboratory batch system [ J ]. Water SA, 2002, 28 ( 1 ) : 49 - 54.
  • 7SCHMIDT J E, AHRING B K. Granular sludge formation in up - ow anaerobic sludge blanket (UASB) reactors [ J ]. Biotechnol. Bioeng, 1996, 49 (3) : 229 - 246.
  • 8YAN Y G, TAY J H. Characteristics of the granular process during UASB start - up. [ J] Water Res, 1997, 31(7) :1 573 -1 580.
  • 9Sharon McHugh, Caroline OReilly, Therese Mahony, et al. Anaerobic granular sludge bioreactor technology [ J]. Reviews in Environmental Science and Biotechnology, 2003, 2 (2) : 225 - 245.
  • 10叶芬霞.载体好氧预挂膜处理对厌氧消化反应器启动的影响[J].环境科学与技术,2001,24(1):24-28. 被引量:7

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