期刊文献+

附积床生物膜反应器同步硝化反硝化脱氮特性 被引量:3

Simultaneous Nitrification and Denitrification by Catching Bed Biofilm Reactor
原文传递
导出
摘要 基于传统的生物膜技术开发了新型的附积床生物膜反应器并考察其脱氮效果.结果表明,在不同HRT下可以获得稳定的COD去除效果,平均去除率达81.7%;在水力停留时间为3.90 h,NH+4-N、TN的平均负荷分别为0.47 kg/(m3.d)、0.59kg/(m3.d)时,可以获得NH+4-N 92.7%和TN 67.5%的去除效果.实验中混合液的溶解氧浓度(DO)是影响TN去除效果的最重要因素,pH是影响NH4+-N、TN去除效果的重要因素之一,最佳脱氮效果的控制条件为DO在0.1~2.0 mg/L之间,pH值在7.0~7.5之间,分析了实验中同步硝化反硝化脱氮的机制. Catching bed biofilm reactor combined with traditional biofilm process as a novel treatment was developed.The performance of the reactor for nitrogen removal was investigated.Steady removal effect with 81.7% of average COD removal rate was achieved in various hydraulic retention time(HRT).Even when hydraulic retention time(HRT) was only at 3.90 h with average NH4^+-N volumetric loading of 0.47 kg/(m^3·d) and TN of 0.59 kg/(m^3·d),92.7% of average NH4^+-N removal rate and 67.5% of average TN removal rate were achieved.In the experiment dissolved oxygen(DO)was the most crucial factor for removal rates of TN and pH was a crucial factor for removal rates of NH4^+-N、TN.The optimal condition was with DO 0.1-2.0 mg/L and pH of 7.0-7.5.Mechanisms of TN removal via simultaneous nitrification and denitrification in the experiment were analyzed.
出处 《环境科学》 EI CAS CSCD 北大核心 2010年第1期134-139,共6页 Environmental Science
基金 国家自然科学基金项目(50978004) 中日合作研究与开发项目(40004014200714)
关键词 生物膜 脱氮 污水处理 同步硝化反硝化 biofilm nitrogen removal wastewater treatment simultaneous nitrification and denitrification
  • 相关文献

参考文献15

  • 1Holman J B, Wareham D G. COD, ammonia and dissolved oxygen time profiles in the simultaneous nitrification/ denitrification process [J]. Biochem Eng J, 2005,22: 125-133.
  • 2Meng Qingjuan,Yang Fenglin,Liu Lifen,Meng Fangang.Effects of COD/N ratio and DO concentration on simultaneous nitrification and denitrification in an airlift internal circulation membrane bioreactor[J].Journal of Environmental Sciences,2008,20(8):933-939. 被引量:18
  • 3方茜,张朝升,张可方,杜馨,林金銮.污泥龄及pH值对同步硝化反硝化过程的影响[J].广州大学学报(自然科学版),2008,7(3):50-54. 被引量:26
  • 4Morita M, Uemoto H, Watanabe A. Nitrogen-removal bioreactor capable of simultaneous nitrification and denitrification for application to industrial wastewater treatment[ J]. Biochem Eng J, 2008,41 : 59- 66.
  • 5Kugleman I J, Spector M, Harvilla A, et al. Aerobic denitrification in activated sludge [J]. Environ Eng, 1991,117(2): 312-318.
  • 6王建龙,王淑莹,彭永臻,高永青,孙治荣.复合生物反应器低溶解氧同步脱氮除磷[J].环境科学,2008,29(3):655-659. 被引量:14
  • 7Aslan S, Dahab M. Nitritation and denitritation of ammonium-rich wastewater using fluidized-bed biofilm reactors [ J ]. Journal of Hazardous Materials, 2008,156: 56-63.
  • 8Liu F, Zhao C C, Zhao D F, et al. Tertiary treatment of textile wastewater with combined media biologicalaerated filter (CMBAF) at different hydraulic loadings and dissolved oxygen concentrations[J]. Journal of Hazardous Materials, 2008, 160: 161-167.
  • 9丁永伟,王琳,王宝贞,刘硕,王正.用复合式工艺提高活性污泥/生物膜法处理效率[J].中国给水排水,2006,22(11):104-108. 被引量:6
  • 10Lemoine C, Payraudeau M, Meinhold J. Aeration control for simultaneous nitrification denitrification in a biological aerated filter using internal model approach[J]. Water Science & Technology, 2006, 54(8) : 129-136.

二级参考文献46

  • 1郑兴灿,李亚新.污水脱氮除磷技术[M].北京:中国建筑工业出版社,1998:6-8.
  • 2Timberlake D L,Strand S E,Williamsonm K J.Combined aerobic heterotrophic oxidation,nitrification and denitrification in a permeable-support biofilm[J].Water Res.,1988,22(12):1513~1517.
  • 3Semmens M J,Dabm K,Shanahan J,et al.COD and nitrogen removal by biofilms growing on gas permeable membranes[J].Water Res.,2003,37(18):4343~4350.
  • 4Satoh H,Ono H,Rulin B,et al.Macrescale and microseale analyses of nitrification and denitrifieation in biofilms attached on membrane aerated biofilm reactors[J].Water Res.,2004,38(6):1633~1641.
  • 5Terada A,Hibiya K,Nagai J,et al.Nitrogen removal characteristics and biofilm analysis of a membrane-aerated biofilm reactor applicable to hish-srength nitrogenous wastewater treatment[J].J.Biosci Bioeng.,2003,95(2):170~178.
  • 6Reij M W,Keurentjies J T F,Harrmans S.Membrane bioreaetors for waste gas treatment[J].J.Biotechnol.,1998,59:155~167.
  • 7Ismail A F,David L I B.A review on the latest development of carbon membranes for gas separation[J].J.Membr Sci.,2001,193(1):1~18.
  • 8Casey E,Glennon B,Hamer G.Oxygen mass transfer characteristics in a membrane-aerated biofilm reactor[J].Bioteeh.Bioeng.,1999,62:183~192.
  • 9Ahmed T,Semmens M J,Voss M A.Oxygen transfer characteristics of hollow-fiber,composite membranes[J].Advances in Environmental Research,2004,8(3~4):637~646.
  • 10Wanner J, Kucman K, Grau P. Activated sludge process combined with biofilm cultivation [J]. Water Research, 1988, 22 (2) : 207- 215.

共引文献172

同被引文献28

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