期刊文献+

WSIP反应器渗滤液脱氮效能影响因素研究 被引量:1

NITROGEN REMOVAL FROM LEACHATE BY WITHOUT BIOMASS RETENTION SEQUENTIAL INTENTIFY PRETREATMENT
下载PDF
导出
摘要 以黑石子垃圾渗滤液强化预处理-生物接触氧化处理技术为依托,针对其处理效果的局限性,进行WSIP反应器脱氮效能影响因素试验研究,旨在对运行参数优化,提高渗滤液脱氮效能。试验表明,随HRT降低,NH4+-N去除率迅速下降;TN去除率先升后降,以5.3d为最高;NH4+-N、TN去除率随序批周期减小先升后降,分别在8h、6h时达到最高;NH4+-N去除率随每日曝气时间上升而增加,TN去除率则先升后降,在曝气时间为9h·d-1时达到最高;温度升高WSIP反应器脱氮效能提高;随pH值升高,NH4+-N、TN去除率先升后降,pH=8.0左右NH4+-N、TN去除率最高;随进水磷浓度升高,氮磷比降低,NH4+-N、TN去除率升高,但需控制出水磷浓度。 The experiment is based on Heishizi landfill lechate treatment, and contrapose its limitation, aim at optimizing WSIP's function parameter and increasing disposal efficiency.Results shown that with HRT's droping, removal rate of NH4^+-N decreased, TN is highest in case of HRT=5.3 d; removal rate of NH4^+-N increase with rising aeration time, TN is highest while aeration time is of 9 h·d^-1; removal rate of NH4^+-N,TN increase with temperature rising; removal rate of NH4^+-N,TN is highest at pH about 8.0; with concentrate of TP rising, removal rate of NH4^+-N ,TN increase, but exceed water's concentrate of TP should be controlled.
出处 《水处理技术》 CAS CSCD 北大核心 2008年第10期16-21,共6页 Technology of Water Treatment
关键词 渗滤液 生物处理 无污泥持留 序批式 leachate biological treatment without biomass rotention sequential orthogonal experiment
  • 相关文献

参考文献14

  • 1Logemann S, Schantl J, Bijvank S, et al.Molecular microbial diversity in nitrifying reactor system without sludge retention [J]. FEMS Microbil Ecol, 1998,27:239-249.
  • 2Kowalchuk G A, Bodelier PL E, Heilig G H J, et ol. Community analysis of ammonium oxidizing bacterium, inrelation oxygen availability in soils and root-oxyenated sediments, using PCR, DGGE and oligonuchotid probe hybridization[J]. FEMS Microbil Ecol, 1998,24:339-350.
  • 3Regan J M, Harington G W, Noguera D R. Ammonia and denitrite-oxidizing bacterial communities in a pilot-scale chloraminsted drinking water distribution system[J]. Appl Environ Microbiol, 2002,68(1):73-81.
  • 4Vreas L, Fomey L, Daae FL, et al.Distribution of bacterial plankton in meromictic lake saelevannet, as determined by denaturing gradient gelelecto phoresis of PCR-amplified genefragment scoding for 16S rRNA [J]. Appl Envrion Microbiol, 1997,63(8): 3367-3373.
  • 5Hellinga C, Van Loosdnecht M C M, Heijnen J J. The Sharon process for nitrogen removal in ammonium rich wastewater[J]. Universiteit Gent, 1997, 62(40): 1743-1750.
  • 6Hellinga C, Schellen A A J C, Mulder JW, et al. The SHARON process: an innovative method for nitrogen removal from ammonium-rich waste water[J]. Water Science and Technology, 1998, 37(9):135-142.
  • 7Mulder JW. Full scale application of the Sharon process for treatment of rejection water of digested sludge dewatering [M]. Proc, First IWA Conference, London, 2000, 267-274.
  • 8Michael N, Annette B. Kinetics,diffusional limitation and microscale distribution of chemistry and organisms in a CANON reactor[J]. FEMS Microbiology Ecology, 2005,51 (2):247-256.
  • 9Michael W, Alexander L. Bacterial community composition and function in sewage treatment systems [J]. Current opinion in Biotechnology, 2002,13(3):218-227.
  • 10Bock E, Koops H P. The genus Nitrobacter and relater genera. In: Balowa Aet al.The Prokaryotes:An Evolving Electronis Database for to Microbiological Community. 3'd edition[M]. Springer-Verlag,NewYork, 2001.

二级参考文献1

  • 1徐亚同,废水生物处理的运行和管理,1989年

共引文献107

同被引文献7

引证文献1

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