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侧流除磷ERP-SBR新工艺中生物脱氮及影响因素研究 被引量:2

Influencing factors of biological nitrogen removal in the dypass phosphorus-removal ERP-SBR
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摘要 侧流除磷ERP·SBR新工艺在进水COD=338-527mg/L、TN=40~60mg/L、TP=8~11mg/L的水质条件下,出水COD≤39mg/L、NH3-N≤1.8mg/L、TN≤〈5.8mg/L、TP≤0.29mg/L,且72%的总氮损失发生在好氧曝气阶段。在分析是影响该工艺生物脱氮因素时发现:SBR反应器的DO时间分布是影响好氧生物脱氮和缺氧内碳源反硝化的重要因素;侧流除磷工艺特有的高浓度活性污泥、颗粒大且密实的污泥絮体有利于形成好氧生物脱氮过程所需要的微环境;控制较长的污泥龄有利于提高系统的好氧脱氮能力,SRT与好氧脱氮率之间具有良好的线性关系:ηODN(%)=0.89×SRT-5.74。 In influent of the dypass phosphorus-removal ERP-SBR, when COD is 338 - 527 mg/L,TN is 40 -60 mg/L and TP is 8 -11 mg/L, perfect treatment will be reached: COD≤39 mg/L,NH3-N≤1. 8 mg/L, TN ≤5.8 mg! L,TP≤0.29 mg/L, and 72 percents of total nitrogen will be removed at aerobic phase. In this paper, the influencing factors of biological nitrogen removal are studied. The experiments show that dissolved oxygen is the important influencing factor of aerobic biological nitrogen removal and anoxic denitrification using endogenesis carbon . High concentration of actived sludge , big granule and thickness of sludge make for aerobic biologi- cal nitrogen removal. Long sludge retention time is in favor of improving aerobic nitrogen removal. The perfect linearity between sludge retention time and nitrogen removal rate is founded:ηODN( % ) =0.89 × SRT- 5.74.
出处 《环境污染治理技术与设备》 CSCD 北大核心 2006年第7期20-24,共5页 Techniques and Equipment for Environmental Pollution Control
基金 国家自然科学基金资助项目(50278101) 国家"十五"科技攻关资助项目(2003BA808A15-2-1)
关键词 生物脱氮 侧流除磷 好氧生物脱氮 污水处理 ERP-SBR biological nitrogen removal dypass phosphorus-removal aerobic biological nitrogen removal wastewater treatment ERP-SBR
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参考文献7

  • 1Collivignarelli C.,et al.Simultaneous nitrification-denitrification processes in activated sludge plants performance and applicability.Wat.Sci.Tech.,1999,40 (4 ~ 5):187 ~194
  • 2Robertson L.A.,Dalsgaard T.Confirmation of aerobic denitrification in batch cultures using gas chromatography and N mass spectrometry.FEMS Microbiol.Ecol.,1995,18:113 ~120
  • 3吕锡武,李峰,稻森悠平,水落元之.氨氮废水处理过程中的好氧反硝化研究[J].给水排水,2000,26(4):17-20. 被引量:103
  • 4Xiaodi Hao,Joseph J.Heijnen,Mark C.M.van Loosdrecht.Senitivity analysis of a biofilm model describing a one-stage completely autotrophic nitrogen removal(CANON)process.Biotechnology and Bioengineering,2002,77 (3):266 ~ 277
  • 5吉芳英.排除厌氧富磷污水ERP-SBR除磷脱氮工艺研究.重庆大学博士论文,2004
  • 6吉芳英,罗固源,杨琴,罗宁.活性污泥外循环SBR系统的生物除磷能力[J].中国给水排水,2002,18(5):1-5. 被引量:32
  • 7Henze M.,Harrenmoes P.,Jansen J.L.C.,et al.Wastewater Treatment/Biological and Chemical Processes.2nd Edition.New York:Springer,1997

二级参考文献5

  • 1Hong W Zhao,Water Research,1999年,33卷,4期,961页
  • 2郑兴灿,污水除磷脱氮技术,1998年
  • 3Zheng Hong,Wat Sci Tech,1993年,28卷,7期,203页
  • 4Hanaki K,Water Science Technology,1992年,26卷,1027页
  • 5王诚信.活性污泥硝化系统的泥龄[J].中国给水排水,1992,8(5):41-43. 被引量:3

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