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亚硝化/厌氧氨氧化一体化反应器的启动特性分析 被引量:6

Analysis on Start-up Characteristics of SHARON/ANAMMOX Integrative Reactor
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摘要 以经常规处理后的养猪场废水成功启动自行设计的亚硝化/厌氧氨氧化一体化反应器,着重分析了一体化反应器供氧段和非供氧段的启动特性及处理效果。在启动期间,供氧段对COD、NH4+-N的最大去除率分别达72.24%、71.62%,通过调节曝气量控制系统内的DO浓度实现了稳定的亚硝态氮积累,且出水pH和NO2--N/NH4+-N值满足非供氧段进行厌氧氨氧化的要求;非供氧段可能同时存在反硝化和厌氧氨氧化过程,对NH4+-N、NO2--N的最大去除率分别达55.10%、63.74%,脱氮效果明显;第115天,养猪场废水经一体化反应器处理后,对COD、NH4+-N、TN的去除率分别为73.07%、85.00%、67.23%,达到了深度处理的目的。 The start-up of the self-designed SHARON/ANAMMOX integrative reactor for the treatment of piggery wastewater after conventional treatment was studied. The start-up performance and treatment efficiency of oxygen supply zone and no-oxygen supply zone of the reactor were focused. During the start-up of the reactor, the highest removal rates of COD and NH^+4 - N are 72.24% and 71.62% respectively in the oxygen supply zone. Stable nitrite nitrogen accumulation can be achieved by regulating aeration rate to control DO, the pH and NO^-2 - N/NH^+4 - N values of the effluent satisfy the requirements of the ANAMMOX process in the no-oxygen supply zone. The denitrification and ANAMMOX process may occur at the same time in the no-oxygen supply zone. The highest removal rates of NH^+4 - N and NO^-2 - N are 55.10% and 63.74% respectively, and favorable nitrogen removal efficiency can be achieved. The removal rates of COD, NH^+4 -N and TN are 73.07% , 85.00% and 67.23% respectively on the llSth day, and the advanced treatment of the piggery wastewater is effectively achieved.
出处 《中国给水排水》 CAS CSCD 北大核心 2009年第17期10-13,19,共5页 China Water & Wastewater
基金 广东省中山市科技计划项目(2006A115)
关键词 亚硝化 厌氧氨氧化 氨氮 养猪场废水 SHARON ANAMMOX ammonia nitrogen piggery wastewater
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  • 1van Dongen U, Jetten M S M, van Loosdrecht M C M. The SHARON-ANAMMOX process for treatment of ammonium rich wastewater [ J ]. Water Sci Technol,2001, 44( 1 ) :153 - 160.
  • 2郝晓地,仇付国,W.R.L.van der Star,M.C.M.van Loosdrecht.厌氧氨氧化技术工程化的全球现状及展望[J].中国给水排水,2007,23(18):15-19. 被引量:66
  • 3孙红芳,吕永涛,白平,王志盈.短程硝化/厌氧氨氧化联合工艺处理含氨废水的研究[J].中国给水排水,2009,25(3):37-41. 被引量:13
  • 4国家环境保护总局.水和废水监测分析方法(第4版)[M].北京:中国环境科学出版社,2002..
  • 5Ruiz G, Jeison D, Chamy R. Nitrification with high nitrite accumulation for the treatment of wastewater with high ammonia concentration [ J ]. Water Res, 2003,37 (6) :1371 - 1377.
  • 6Fux C, Boehler M, Huber P, et al. Biological treatment of ammonium-rich wastewater by partial nitritation and subsequent anaerobic ammonium oxidation (ANAMMOX) in a pilot plant [ J ]. J Biotechnol,2002,99 (3) :295 - 306.
  • 7Strous M,Kuenen J G,Jetten M S M. Key physiology of anaerobic ammonium oxidation [ J ]. Appl Environ Microbiol, 1999,65 (7) : 3248 - 3250.
  • 8吴永明,李小明,曾光明,尹疆,廖德祥,胡梅芬.亚硝化-厌氧氨氧化作用机理的研究[J].工业用水与废水,2005,36(1):5-8. 被引量:14
  • 9周少奇,张鸿郭.垃圾渗滤液厌氧氨氧化与反硝化的协同作用[J].华南理工大学学报(自然科学版),2008,36(3):73-76. 被引量:26
  • 10Ahn Y H,Hwang I S, Min K S. ANAMMOX and patial denitrification in anaerobic nitrogen removal from piggery waste [ J ]. Water Sci Technol, 2004,49 ( 5 - 6) : 145 - 153.

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