期刊文献+

城市生活垃圾填埋场渗滤液粘度研究 被引量:9

RESEARCH ON THE VISCOSITY OF THE LEACHATE FROM MUNICIPAL SOLID WASTE LANDFILLS
下载PDF
导出
摘要 采用旋转粘度计测试了CODCr浓度为 10 0 0~ 75 0 0 0mg L、温度在 5~ 70℃范围内的渗滤液粘度。实验结果表明 ,相同温度下渗滤液的粘度值与CODCr浓度呈线性关系 ;不同浓度渗滤液中溶质性质的差异是造成渗滤液比浓粘度差异的原因 ;研究填埋场水分运移时 ,可以不考虑粘度对渗滤液流动的影响。 The viscosity of leachate with different COD Cr concentrations (from 1 000 to 75 000 mg/L ) from laboratory experiments was tested in different temperature (from 5 to 70 centigrade).The experimental results showed that the viscosity of leachate at similar temperatures is linear with COD Cr concentration.The different specific viscosities of leachate with different concentrations were ascribed to the solute in leachate.It is acceptable to omit the influence of viscosity when studying the moisture movement in the landfills.
出处 《环境工程》 CAS CSCD 北大核心 2005年第1期82-84,共3页 Environmental Engineering
基金 国家"十五"863计划课题 (2 0 0 1AA6440 1 0和 2 0 0 3AA6440 2 0 )资助 上海市重点学科 (环境工程专业 )建设项目资助
关键词 渗滤液 填埋场 城市生活垃圾 CODC 水分运移 浓度 溶质 温度 液流 粘度值 municipal solid waste landfill, viscosity of leachate and specific viscosity
  • 相关文献

参考文献5

  • 1张晓星,何品晶,邵立明,李国建.不同渗滤液循环方式对填埋层甲烷产生的影响[J].环境科学学报,2004,24(2):304-308. 被引量:32
  • 2KE范霍尔德.物理生物化学[M].北京:科学出版社,1978..
  • 3Don Augenstein, Ramin Yazdani. Landfill Bioreactor Instrumentation and Monitoring. In Landfill Bioreactor Design and Operation Sem. Proc., EPA/600/R - 95/146:57 - 68.
  • 4Kang Ki-Hoon, Shin Hyun Sang, Park Heekyung. Characterization of Humic Substances Present in Landfill Leachates with Different Landfill Ages and Its Implications. Water Research. 2002.36(16) :4023 - 4032.
  • 5T. G. Townsend, W. L. Miller, J. F. K. Earle. Leachate-recycle infdtration ponds. Journal of Environmental Engineering. 1995.121 (6) : 465 - 471.

二级参考文献12

  • 1Pohland F G. Landfill bioreactors: Historical perspective, fundamental principals, and new horizons in design and operations[A]. //Vasuki N C. Seminar Publication Landfill Bioreactor Design and Operation[C]. Washington: U.S. EPA, 1995:9-24.
  • 2Carson D A. The municipal solid waste landfill operated as a bioreactor[A]. //Vasuki N C. Seminar Publication Landfill Bioreactor Design and Operation[C]. Washington: U.S.EPA, 1995:1--8.
  • 3Pohland F G, Kim J C. In situ anaerobic treatment of leachate in landfill bioreactors[J]. Wat Sci Tech, 1999, 40(8) : 203--210.
  • 4Vasuki N C. Panel discussion[A]. //Vasuki N C. Seminar Publication Landfill Bioreactor Design and Operation[C]. Washington:U.S.EPA, 1995:193--228.
  • 5Leszkiewicz J J, McAulay P B. Municipal solid waste landfill bioreactor technology: closure and postclosure issues[A]. //Vasuki N C. Seminar Publication Landfill Bioreactor Design and Operation[ C ]. Washington: U.S. EPA, 1995:81--122.
  • 6Lay Jiunn Jyi, Li Y Y, Noike T T. Mathematical model for methane production from landfill bioreactor[J]. Journal of Environmental Engineering, 1998, 124(8):730---736.
  • 7Borzacconi L, Lopez I, Anido C. Hydrolysis constant and VFA inhibition in acidogenic phase of MSW anaerobic degradation[J]. Wat Sci Tech, 1997, 36(6-7): 479--484.
  • 8Martin D J. A novel mathematical model of solid-state digestion[J]. Biotechnology Letters, 2000, 22:91--94.
  • 9Vavilin V A, Scbelkanov M Yu, Lokshina L Ya. A comparative analysis of a balance between the rates of polymer hydrolysis and acetoclastic methanogenesis during anaerobic digestion of solid waste[ J ]. Wat Sci Tech, 2002, 45 (10) : 249--254.
  • 10Vasily A V, Sergey V R. Distributed model of solid waste anaerobic digestion effects of leachate recirculation and pH adjustment[J].Biotechnology and Bioengineering, 2003,81 ( 1 ) :66--73.

共引文献31

同被引文献89

引证文献9

二级引证文献33

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