期刊文献+

一体化IMBR处理低碳城市污水的脱氮研究 被引量:1

Study on Removal of Nitrogen from Urban Sewage with Low Carbon Source by Integrated Intermittent-aeration Membrane Bioreactor
下载PDF
导出
摘要 在进水C/N为3、4、5和HRT为4、8、12h的条件下,研究了一体化间歇曝气膜生物反应器(IMBR)对COD、NH4+-N、TN的去除效果。研究表明,在低C/N条件下,IMBR仍有很好的脱氮效果,出水COD、TN、NH4+-N达到了GB18918—2002标准的一级A标准;随着C/N的增加则对各污染物的去除率都有所升高;随着HRT的延长,IMBR对COD、TN、NH4+-N的去除率有较大的提高,但当HRT>8h后,随着HRT的延长,对COD的去除率反而略有下降。 The integrated intermittent-aeration membrane bioreaetor (IMBR) was used to treat the urban sewage with low C/N ratio. The removal effieieneies of COD, TN and NH4^+ - N by IMBR were researched under the average influent C/N ratio of 3, 4 and 5 and the hydraulic retention time (I-IRT) of 4 h, 8 h and 12 h respectively. The results show that the nitrogen removal efficiency by IMBR is better under the low C/N ratio. The eoneentrations of COD, TN and NH4^+ - N in the effluent of IMBR meet the first level A criteria specified in the Diseharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918 -2002). The pollutants removal effieieneies increase with the C/N ratio increasing. In addition, the removal effieieneies of COD, TN and NH4^+ - N by IMBR are improved greatly with the HRT prolonging. But the COD removal efficiency is reduced with the HRT prolonging when the HRT exceeds 8 h.
出处 《中国给水排水》 CAS CSCD 北大核心 2008年第23期36-39,共4页 China Water & Wastewater
基金 国家高技术研究发展计划(863)项目(2003AA601110) 湖北省2007年科技计划项目(2007AA301B50) 武汉市2006年科技计划项目(200660110145)
关键词 一体化间歇曝气膜生物反应器 城市污水 污水处理 脱氮 integrated intermittent-aeration membrane bioreaetor urban sewage low C/N ratio nitrogen removal
  • 相关文献

参考文献5

二级参考文献18

共引文献577

同被引文献20

  • 1姜苏,周集体,郭海燕,张志勇.一体化A/O生物膜反应器脱氮特性研究[J].环境科学与技术,2005,28(2):71-73. 被引量:13
  • 2张秀红,周集体,郭海燕,纪磊,曲媛媛.一体化A/O生物膜反应器低温硝化研究[J].环境科学,2007,28(1):142-146. 被引量:7
  • 3张丽丽,管运涛,赵婉婉,滕飞,王乐.用一体化生物膜反应器处理生活污水[J].清华大学学报(自然科学版),2007,47(6):822-825. 被引量:19
  • 4Ho G. Small water and wastewater systems : pathways to sustainable development? [R]. ISTANBUL, TURKEY: 5th International Conference on Small Water and Wastewater Treatment Systems, 2002.
  • 5Green W, Ho G. Small scale sanitation technologies [R]. Freemantle,AUSTRALIA,6th International Conference on Small Water and Wastewater Systems/lst International Conference on Onsite Wastewater Treatment and Recycling , 2004.
  • 6Ohmori H, Yahashi T, Furukawa Y, et al. Treatment performance of newly developed johkasous with membrane separation[J]. Wat. Sci. Tech. ,2000,41 (10) :197 -207.
  • 7Nakajima J, Tanaka R. Effectiveness of flow stabilization in small - scale wastewater treatment facilities [ J ]. Wat. Sci. Tech. ,2005,51 ( 11 ) : 167 - 174.
  • 8Nakagawa S, Kondo T, Kadoya N, et al. Recovery oriented phosphorus adsorption process in decentralized advanced Joh- kasou [ J ]. Wat. Sci. Tech., 2009,83 (03) : 328 - 333.
  • 9Daude D, Stephenson T. Moving bed biofilm reactors:a small - scale treatment solution [ J ]. Wat. Sci. Tech. , 2003,48 (11 - 12) :251 -257.
  • 10Christian Abegglen, Mario Ospelt, Hansruedi Siegrist. Biological nutrient removal in a small - scale MBR treating household wastewater [J]. Wat. Res. , 2008.01,42 ( 1 - 2) : 338 - 346.

引证文献1

二级引证文献2

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