期刊文献+

垃圾填埋场渗滤液地下迁移的数值模拟及其模型参数的敏感性分析 被引量:4

Numerical Simulation of Subsurface Movement of Landfill Leachate and Sensitivity Analysis of Model Parameters
在线阅读 下载PDF
导出
摘要 随着社会经济的快速发展,地下水的污染日趋严重,尤其是垃圾填埋场渗滤液对地下水的污染,一直是社会各界广泛关注的热点问题。利用地下水数值模拟软件GMS对松鼠岭区垃圾填埋场的渗滤液迁移规律进行了模拟,根据采样结果,将氯离子作为污染物主要成分来模拟其地下迁移和扩散的情况。结合研究区的区域地质概况和水文地质条件,选取了水平渗透系数、垂向渗透系数和孔隙度这3个主要的模型参数进行了敏感性分析。结果显示,当3个参数值都缩小0.5倍时,对氯离子浓度几乎没有影响。当3个参数值均放大到2倍后,水平渗透系数对氯离子浓度影响较为敏感,垂直渗透系数和孔隙度对离子浓度的影响很小。研究结果在一定程度上佐证了研究区地下水流模型和渗滤液污染物迁移模型的合理性和可靠性。 The worsening groundwater pollution,particularly polluted by landfill leachate has been receiving wide concerns from the society.The movement of leachate from Songshuling landfill was simulated with groundwater numerical simulation software GMS(Groundwater Modeling System).Based on leachate sampling results,chloridion was determined as the main component of the pollutant which moves and spreads in the simulation.With the regional geology and hydro-geological conditions of the studied area,the sensitivity of chloridion to three main parameters,namely horizontal K,vertical K and porosity are analyzed.The results show that when the three parameters are all reduced by 50%,the chloridion concentration barely changed;while when the three parameters are magnified 2 times,the chloridion concentration are much more obviously affected by horizontal K than by vertical K and porosity.The results also proved that the models of groundwater flow and leachate movement are rational and reliable.
出处 《长江科学院院报》 CSCD 北大核心 2011年第12期107-111,共5页 Journal of Changjiang River Scientific Research Institute
基金 长江科学院博士启动基金(CKSQ2010077)
关键词 垃圾填埋场 数值模型 参数敏感性 landfill numerical modeling parameter sensitivity
  • 相关文献

参考文献11

  • 1ADDISCOTT T M, WAGENET R J. Concepts of Solute Leaching in Soil: A Review of Modeling Approaches [ J ]. Journal of Soil Science, 1985, 36(3) : 411 -424.
  • 2潘建民.湖州市杨家埠垃圾填埋场环境污染调查及评价[J].环境污染与防治,1996,18(2):34-37. 被引量:4
  • 3NIELSEN D R, BIGGAR J W. Miscible Displacement in Soils : Ⅲ. Theoretical Consideration [ J ] . Proceedings- Soil Science Society of America, 1962, 26:216 - 221.
  • 4LAPIDUS L, AMUNDSON N R. Mathematics of Adsorption in Beds[J] . Journal of Physical Chemistry, 1952, 56(8) : 984 -988.
  • 5PARKER J C, GENUCHTEN M T. Determining Transport Parameters from Laboratory and Field Tracer Experi- ments[M]. Virginia Agricultural Experiment Station Bulletin. Blacksburg, VA: Virginia Agricultural Experiment Station, 1984:84 -93.
  • 6DASGUPTA D, SENGUPTA S, WONG K V, et al. Two- Dimensional Time-Dependent Simulation of Contaminant Transport from a Landfill [ J ]. Applied Mathematical Modeling, 1984, 8(3): 203-210.
  • 7MORRISON S J, TRIPATHI V S, SPANGLER R R. Coupled Reaction/Transport Modeling of a Chemical Barrier for Controlling Uranium (VI) Contamination in Groundwater [ J ]. Journal of Contaminant Hydrology, 1995, 17(4): 347-363.
  • 8FLURY M. Analytical Solution for Solute Transport with Depth Dependent Transformation or Sorption Coefficients [J] . Water Resources Research, 1998, 34( 11 ) : 2931 - 2937.
  • 9PACHEPSKY Y A, CRAWFORD J W, RAWLS W J. Fractals in Soil Science[J]. Geoderma, 1999, 88 : 137 -164.
  • 10STEWART I T, LOAGUE K. A Type Transfer Function Approach for Regional-Scale Pesticide Leaching Assessments[ J ]. Journal of Environmental Quality, 1999, 28 (2) : 378 - 387.

二级参考文献1

共引文献3

同被引文献44

引证文献4

二级引证文献8

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