期刊文献+

Addition of anaerobic tanks to an oxidation ditch system to enhance removal of phosphorus from wastewater 被引量:3

Addition of anaerobic tanks to an oxidation ditch system to enhance removal of phosphorus from wastewater
下载PDF
导出
摘要 The oxidation ditch has been used for many years all over the world as an economic and efficient wastewater treatment technology. It can remove COD, nitrogen and a part of phosphorus efficiently. In the experiment described, a pilot scale Pasveer oxidation ditch system has been tested to investigate the removal of phosphorus from wastewater. The experimental results showed that influent total phosphorus(TP) was removed for 35%-50%. After this, two anaerobic tanks with total volume of 11 m 3 were added to the system to release phosphorus. As a result, the TP removal efficiency increased by about 20%. At an anaerobic HRT of about 6 hours, a TP removal efficiency of 71% was achieved. The oxidation ditch has been used for many years all over the world as an economic and efficient wastewater treatment technology. It can remove COD, nitrogen and a part of phosphorus efficiently. In the experiment described, a pilot scale Pasveer oxidation ditch system has been tested to investigate the removal of phosphorus from wastewater. The experimental results showed that influent total phosphorus(TP) was removed for 35%-50%. After this, two anaerobic tanks with total volume of 11 m 3 were added to the system to release phosphorus. As a result, the TP removal efficiency increased by about 20%. At an anaerobic HRT of about 6 hours, a TP removal efficiency of 71% was achieved.
作者 LiuJX GroeJW
出处 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2002年第2期245-249,共5页 环境科学学报(英文版)
关键词 phosphorus removal oxidation ditch wastewater treatment phosphorus removal oxidation ditch wastewater treatment
  • 相关文献

参考文献5

  • 1APHA , 1992. Standard methods for examination of water and wastewater( 18th Edition)[M]. Washington DC, U. S. A: American Public Health Assoc.
  • 2Liu J X, Groenestijn J W, van Doddema H J et al., 1996a, Influence of the aeration brush on nitrogen removal in the oxidation ditch[J].European Water Pollution Control, 6(4): 25-30.
  • 3Liu J X, Groenestijn J W, van Doddema H J et al., 1996b, Removal of nitrogen and phosphorus using a new biofilm-activated-sludge system [J]. Wat Sci Tech, 34(1 -2): 315-322.
  • 4NEN 6633, 1990. Anon Bepaling van het chemisch zuurstofverbruik(CZV)[ M]. 2e druk. The Netherlands.
  • 5Poustan M, Chatellier P, Lefevere F et al. , 1993. Separation of the two functions aeration and mixing in oxidation ditch: application to the denitrification by activated sludge[J]. Environmental Technology, 14, 841-849.

同被引文献18

  • 1邵友元,Krzysztof W Szewczyk,黄光斗,李卫,陈坤.序半连续式反应器应用于生物废水处理中的氧传递模型及参数估值[J].化工环保,2004,24(z1):34-36. 被引量:3
  • 2邵友元,Krzysztof W.Szewczyk,李卫,黄光斗.采用序半连续反应器进行硝化和反硝化工艺的数学模拟[J].环境污染治理技术与设备,2005,6(4):32-35. 被引量:7
  • 3陈郭建,魏兴义.PAC—SBR法处理高浓度有机废水[J].环境工程,1995,13(5):3-6. 被引量:33
  • 4肖大松.SBR法处理城市生活污水的研究[J].重庆环境科学,1996,18(5):39-41. 被引量:18
  • 5[4]Wilderer P A,Irvine R L,Goronszy M C,etal.Sequencing Batch Reactor Technology[M].London:IWA publishing,2001:51-68.
  • 6[6]Shrimali M,Singh K P.New Methods of Nitrate Removal from Water Environment Pollution,2001,112:351-359.
  • 7[9]Xing X H,Jun B H,Yanagida M,et al.Effect of C/N Values on Microbial Simultaneous Removal of Carbonaceous and Nitrogenous Substances in Wastewater by Single Continuous-flow Fluidized-bed Bioreactor Containing Porous Carrier Particles[J].Biochemical Engineering,2000,5:29-37.
  • 8[11]Shao Youyuan,Szewczyk K W.Wastewater Treatment in a Sequencing Fed-batch Reactor[J].Chemical Engineering and Process(Poland)2006(4):52-68.
  • 9[12]American Public Health Association[Z].In Standard Methods for Examination of Water and Wastewater,18th Edition.eds A.E.Greenberg,L.S.Clesceri and A.D.Eaton.American Health Association,Washington,DC.1992.
  • 10吴启堂,高婷,蔡宏,等.水面植物生物膜循环推流式水处理方法[D].2004,国家发明专利号:ZL200410051449.7.

引证文献3

二级引证文献5

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