期刊文献+

pH值对好氧颗粒污泥同步硝化反硝化过程的影响 被引量:33

Influence of pH value on simultaneous nitrification and denitrification process of aerobic granule sludge.
下载PDF
导出
摘要 从反应器脱氮性能和好氧颗粒污泥理化性状方面研究了pH值对好氧颗粒污泥同步硝化反硝化脱氮过程的影响.结果表明,好氧颗粒污泥微生态环境的形成,大大增强其耐酸碱冲击负荷能力,在pH值8~9范围内氨氮去除率均达到95%以上.在pH值6~9范围内,好氧颗粒污泥理化性状稳定,没有发生解体现象. The influence of pH value on simultaneous nitrification and denitrification (SND) process of aerobic granule sludge was studied in the respect of reaction denitrifying and aerobic granule sludge physiochemical properties. The formation of aerobic granules sludge microbioenvironment strengthened greatly its resisting acid and basic lashing load capacity; at pH value of 8-9 the NH4^+-N removal rate all reached above 95%; at pH value of 6-9, the aerobic granule sludge physicochemical property was stable, without happening disintegration phenomenon.
出处 《中国环境科学》 EI CAS CSCD 北大核心 2005年第6期650-654,共5页 China Environmental Science
基金 江苏省科技厅重点招标项目(0020499)
关键词 好氧颗粒污泥 PH值 同步硝化反硝化 aerobic granule sludge pH value simultaneous nitrification and denitrification (SND)
  • 相关文献

参考文献7

  • 1Tsuneda S,Nagano T,Hoshino T,et al.Characterization of nitrifying granules produced in an aerobic upflow fluidized bed reactor[J].Wat.Res,2003,37(20):4965-4973.
  • 2Liu Y,Yang Shu-Fang,Tay Joo-Hwa.Improved stability of aerobic granules through selecting slow-growing nitrifying bacteria[J].J.Biotechnol,2004,108(2):161-169.
  • 3阮文权,卞庆荣,陈坚.COD与DO对好氧颗粒污泥同步硝化反硝化脱氮的影响[J].应用与环境生物学报,2004,10(3):366-369. 被引量:35
  • 4国家环境保护局.水和废水监测分析方法[M].北京:中国环境科学出版社,1989..
  • 5郝晓地,张自杰.活性污泥耗氧速率的测定及其影响因素试验分析[J].环境科学与技术,1991(3):35-39. 被引量:16
  • 6Charles G,Jlann S.Denitrification kinetics of high nitate concentration water:pH effect on inhibition and nitrite and accumulation[J].Wat.Res,1998,32(3):831-839.
  • 7Liu Yu,Yang Shu-Fang,Tay Joo-Hwa,et al.Cell hydrophobicity is a triggering force of biogranulation[J].Enzyme and Microbial Technology,2004,34(5):371-379.

二级参考文献7

  • 1[7]Pochana K, Keller J. Study of factors affecting simultaneous nitrification and denitrification (SND). Wat Sci Tech, 1999, 39(6): 61~68
  • 2[1]Artan N, Wilderer P, Orhon D, Morgenroth E, Ozgur N. The mechanism and design of sequencing batch reactor systems for nutrient removal-the state of the art. Wat Sci Tech, 2001,43(3):53~60
  • 3[2]Helmer C, Kunst S. Simultaneous nitrification/denitrification in an aerobic biofilm system. Wat Sci Tech, 1998, 37(4~5): 183~187
  • 4[3]Kokufuta E, Shimohashi M, Nakamura I. Simultaneously occurring nitrification and denitrification under oxygen gradient by polyelectrolyte complex-coim-mobilised Nitrosomonas europaea and Paracouus denitrifcans cells. Biotech Bioeng, 1988, 31:382~384
  • 5[4]Halling-sorensen B, Hjuler H. Simultaneous nitrification and denitrification with and upflow fixed bed reactor applying clinoptilolite as media. Wat Treat,1992, 7: 77~88
  • 6[5]Ho K. Biological nutrient removal in activated sludge processes with low F/M, sludge bulking control: [Ph.D.thesis]. Australia: The University of Queensland, 1994
  • 7[6]国家环境保护局主编.水和废水监测分析方法. 北京:中国环境科学出版社,1989

共引文献102

同被引文献434

引证文献33

二级引证文献163

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