期刊文献+

碳源对晚期垃圾渗滤液短程硝化的影响 被引量:3

Effect of Carbon Source on the Short-cut Nitrification of the Mature Municipal Landfill Leachate
下载PDF
导出
摘要 为了考察碳源对晚期垃圾渗滤液短程硝化的影响,采用"两级UASB-缺氧-好氧系统"处理城市生活垃圾晚期渗滤液.系统进水COD质量浓度为4.3g/L左右,进水氨氮质量浓度为2.8 g/L,故COD与氨氮质量浓度之比很低,为1.5左右.首先在UASB1中实现同时反硝化与产甲烷反应,一部分COD在UASB2中进一步去除,在A/O反应器中利用残余COD进行反硝化以及NH_4^+-N的彻底硝化.试验结果表明,未投外加碳源时,原水中可降解COD几乎全部作为一级UASB的反硝化碳源被利用,A/O池缺氧段反硝化碳源不足.在A/O池的A段投加相当于1 g/L COD质量浓度的无水乙酸钠作为电子供体促进反硝化后,由于反硝化产生大量的碱度,补充了硝化所消耗的碱度,使pH值维持在一个比较合适的范围,可实现稳定的短程硝化,亚硝态氮累积率由未投加碳源时的20%提高到87%,系统出水氨氮质量浓度为0.01 g/L左右,氨氮的去除率也由未投加碳源时的92%提高到99.6%. A system consisted of two-stage UASB-Anoxic/Oxic reactor(A/O)was used to study the short-cut nitrification of the mature municipal landfill leachate with low COD and high ammonia concentration.The COD concentration of influent leachate was 4.3 g/L,and the ammonia concentration of influent leachate was 2.8 g/L,so the ratio of C/N was only 1.5.The uasbl methane production and the denitrification happened at the same time.The concentration of uasbl effluent COD was removed further in the uasb 2.Then nitrificat...
出处 《北京工业大学学报》 EI CAS CSCD 北大核心 2009年第4期516-521,共6页 Journal of Beijing University of Technology
基金 "城市水资源与水环境国家重点实验室"开放基金资助项目(QAK200802) 北京市自然科学基金资助项目(8091001) 北京市高校人才强教深化计划高层次人才资助项目(PHR20090502).
关键词 脱氮 垃圾渗滤液 短程硝化 碳源 nitrogen removal landfill leachate short-cut nitrification carbon source
  • 相关文献

参考文献4

二级参考文献36

  • 1张大群.序批式活性污泥法(SBR)技术及关键设备研究与探讨[J].中国环保产业,1996(6):30-32. 被引量:9
  • 2国家环境保护局.水与废水监测分析方法(第3版)[M].北京:中国环境科学出版社,1997.381,233-237.
  • 3Bohdziewics J.,Bodzek M.,Gorska L.Application of pressure-driven membrane techniques to biological treatment of landfill leachate.Process Biochemistry,2001,36(7) :641 ~646.
  • 4H.Siegrist,S.Reithaar,G.Koch,et al.Nitrogen loss in a nitrifying rotating contactor treating ammonium-rich wastewater without organic carbon.Water Science and Technology,1998,38 (8 ~ 9):241 ~ 248.
  • 5H.D.Robinson.Leachate collection,treatment and disposal.Water and Environmental Management,1992,6 (3):321 ~ 332.
  • 6Irvine,et al.Controlled unsteady state process and technoloyies-An overview.Wat.Sci.Tech.,1997,35(1):1~ 10.
  • 7HIPPEN A.Six years practical experience with aerobic/anoxic deammonification in biofilm systems[J].Water Science and Technology, 2001,44(2-3):39-48.
  • 8CHRISTIAN Fux.Biological treatment of ammonium-rich wastewater by partial nitritation and subsequent anaerobic ammonium oxidation (anammox) in a pilot plant[J].Journal of Biotechnology,2002, 99(3):295-306.
  • 9MARK C.Maintenance, endogenous, respiration, lysis, decay and predation[J].Water Science and Technology, 1999,39(2):107-117.
  • 10Kim D J,Lee D I,Jürg Keller.Effect of temperature and free ammonia on nitrification and nitrite accumulation in landfill leachate and analysis of its nitrifying bacterial community by FISH.Bioresource Technology,2006,97(3):459-468

共引文献63

同被引文献37

  • 1杨志泉,周少奇.广州大田山垃圾填埋场渗滤液有害成分的检测分析[J].化工学报,2005,56(11):2183-2188. 被引量:46
  • 2吕斌,杨开,周培疆,杨小俊,莫孝翠.晚期垃圾渗滤液实现短程硝化影响因素分析[J].哈尔滨工业大学学报,2006,38(6):931-933. 被引量:13
  • 3LIANG Zhu LIU Jun-xin.Control factors of partial nitritation for landfill leachate treatment[J].Journal of Environmental Sciences,2007,19(5):523-529. 被引量:15
  • 4肖勇,杨朝晖,曾光明,马延和,刘有胜,王荣娟,徐峥勇.PCR-DGGE研究处理垃圾渗滤液序批式生物膜反应器(SBBR)中的细菌多样性[J].环境科学,2007,28(5):1095-1101. 被引量:41
  • 5Zhang Zijie(张自杰).Wastewater Engineering(排水工程).4th ed. Beijing: China Architecture & Building Press, 2000.
  • 6Mulder A, van de Graaf A A, Robertson L A, Kuenen J G. Anaerobic ammonium oxidation discovered in a denitrifying fluidized-bed reactor. FEMS Microbiology Ecology, 1995, 16 (3): 177-183.
  • 7Third K A, Sliekers A O, Kuenen J G, Jetten M. The CANON system (completely autotrophie nitrogen-remova}. over nitrite) under ammonium limitation: interaction and competition between three groups of bacteria. Systematic and Applied Microbiology, 2001, 24 (4): 588-596.
  • 8Strous M, Fuerst J A, Kramer E, Logemann S, Muyzer G, van de Pas-Schoonen K T, Webb R, Kuenen J G, Jetten M. Missing lithotroph identified as new planctomycete. Nature, 1999, 400 (6743): 446 -449.
  • 9Sliekers A O, Derwort N, Gomez J L, Strous M, Kuenen J G, Jetten M S. Completely autotrophic nitrogen removal over nitrite in one single reactor. Water Research, 2002, 36 (10): 2475- 2482.
  • 10Strous M, van Gerven, E, Kuenen J G, Jetten M. Effects of aerobic and microaerobic conditions on anaerobic ammonium-oxidizing (Anammox) sludge. Applied and Environmental Microbiology, 1997, 63 (6):2446-2448.

引证文献3

二级引证文献21

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部