期刊文献+

常温下短程硝化反硝化实验研究 被引量:3

Study on shortcut nitrification and denitrification at normal temperature
下载PDF
导出
摘要 以人工模拟氨氮废水为研究对象,采用序批式活性污泥法,研究了实时控制条件下短程生物脱氮的实现及稳定性。结果表明:控制硝化过程中pH在7.7~8.6、D0在0.35~0.80mg/L,经过24d的运行,曝气结束时出水主要以亚硝酸盐为主。在此基础之上,逐渐提高曝气量、降低进水pH,短程硝化并没有被破坏,亚硝化率依然维持在70%以上。过度曝气6d之后,硝化类型由亚硝化率为90.7%的短程硝化转变为亚硝化率为40.7%的全程硝化。 Taking artificially prepared high ammonia nitrogen wastewater as the research object,the sequencing batch reactor (SBR) has been used for investigating the achievements and stability of shortcut biological nitrogen removal under real-time control conditions. The experimental results indicate that the pH in nitrification process should be controlled at 7.7-8.6, and DO 0.35-0.80 mg/L. Nitrite is the main element in the effluent when aeration has ended after running for twenty-four days. Based on this,gradually increasing aeration rate, and lowing influent pH, the short-cut nitrification is not destroyed and the rate of nitrosation remains over 70%. After over aeration for 6 d, as to the nitrification type, the shortcut nitrification whose rate of nitrosation is 90.7% changes into full nitrifi- cation whose rate of nitrosation is 40.7%.
出处 《工业水处理》 CAS CSCD 北大核心 2011年第11期53-56,共4页 Industrial Water Treatment
关键词 序批式间歇反应器 短程硝化 氨氮废水 sequencing batch reactor shortcut nitrification ammonia nitrogen wastewater
  • 相关文献

参考文献5

二级参考文献13

  • 1Laanbroek H J. Competition for limiting amounts of oxygen between Nitrosomonas europaea and Nitrobacteria winogradskyi grown in continuous cultured[J]. Arch Microbiology, 1993,159:453 - 459.
  • 2Balmelle, B., Nguyen, K. M., Capdeville, B., Cornier, J. C. and Deguin, A. Study of factors controlling nitrite build-up in biological processes for water nitrification [J]. War. Sci. Tech. 1992, 26(5-6):1017-1025
  • 3Anthonisen, A. C., Loehr, R. C., Prakasam, T. B. S.and Srinath, E. G. Inhibition of nitrification by ammonia and nitrous acid [J]. J. W. P. C. F. 1976,48(5): 835-852
  • 4Rols, J. L., gauret, g., Rahmani, H., Ngyen, K. M., Capdeville, B., Cornier, J. C. and Deguin, A. Population dynamics and nitrite build-up in activated sludge and biofilm processes for nitrogen removal [J]. Wat. Sci. Tech. 1994,29(7):43-51
  • 5Surmacz-Gorska, J., Cichon, A. and Miksch, K. Nitrogen removal from wastewater with high ammonia nitrogen concentration via shorter nitrification and denitrification [J]. Wat. Sci. Tech. 1997,36(10):73-78
  • 6Painter, H. A. Microbial transformations of inorganic nitrogen [J]. Prog. Wat. Tech. 1977,8 (4-5) : 3-29
  • 7Glass, C. and Silverstein, J. Denitrification kinetics of high nitrate concentration water: pH effect on inhibition and nitrite accumulation [J].War. Res. 1998,32(3):831-839
  • 8Knowles, G., Downing, A. L. and Barett, M. J.Determination of kinetic constants for nitrifying bacteria in mixed culture, with the aid of anelectronic computer [J]. J. Gen. Microbiol. 1965,38:263-278
  • 9Mulder, J. W. and van Kempen, R. N-removal by Sharon[J]. Wat. Qual. Int. 1997, 15:30-31
  • 10Hellinga, C., Schellen, J. C., Mulder, J. W., van Loosdrecht, C. M. and Heijnen, J. J. The SHARON process: an innovative method for nitrogen removal from ammonium-rich wastewater [J]. Wat. Sci.Tech. 1998,37(9):135-142

共引文献69

同被引文献57

引证文献3

二级引证文献7

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