期刊文献+

双层孔隙介质中非饱和渗流的水势分布与变化 被引量:3

DISTRIBUTION AND VARIATION OF WATER POTENTIAL FOR UNSATURATED WATER VADOSE THROUGH TWO-LAYER POROUS MEDIA
在线阅读 下载PDF
导出
摘要 水势反映土壤水的能态 ,而水势梯度则是决定水流方向和速度的重要因素。本文主要介绍非饱和水通过以黄土 (细颗粒 )和石英砂 (粗颗粒 )组成的双层孔隙介质渗流的水势分布和变化的实验方法和主要实验结果 ,用以进一步分析解释以前工作中观察到的非饱和水在双层孔隙介质中的绕流现象。实验结果表明 :在喷水强度一定情况下 ,石英砂层中的水势随石英砂层厚度的增加而减小 ;在石英砂层厚度一定情况下 ,石英砂层中的水势随喷水强度的增加而增大 ;石英砂层上方的水部分通过石英砂层向下流动 ,部分绕过石英砂层向下流动 ;绕过石英砂层的水部分地紧贴石英砂层下表面向石英砂层下方的黄土中流动。 Water potential reflects energy level of soil water and the gradient of water potential is an impotent factor describing direction and velocity of water flow.The main experimental methods and results of determining water potential distribution and variation for unsaturated water vadose passing through two-layer porous media made of loess (fine particle) and quartz sand(coarse particle)are introduced in this paper in order to analyze and explain further detouring flow phenomenon observed in former work.It can be seen from the results that:water potential in quartz sand layer decreases with increasing thickness of the quartz sand layer under fixed sprinkling rate and increases with increasing sprinkling rate under fixed thickness of quartz sand layer;some of water above quartz sand layer flows down through the quartz sand layer and some flows down along edges of the quartz sand layer;some of water detoured the quartz sand layer flows into the region below the quartz sand layer closely along lower surface of the quartz sand layer.These are some phenomena to be worthing further study. (
出处 《辐射防护》 CAS CSCD 北大核心 2004年第6期356-363,共8页 Radiation Protection
关键词 砂层 石英砂 喷水强度 黄土 非饱和渗流 情况 厚度 双层孔隙介质 非饱和水 绕流 Two-Layer Porous Mesdia,Unsaturated Water,Detouring Flow,Vadose,Water Potential)
  • 相关文献

同被引文献30

  • 1钱天伟,陈繁荣,杜晓丽,武贵斌.一种推求van Genuchten方程参数的高性能优化方法[J].土壤学报,2004,41(6):973-975. 被引量:14
  • 2MORRIS C E,STORMONT J C.Capillary barriers and subtitle D covers:estimating equivalency[J].Journal of Environmental Engineering,1997,123(1):3-10.
  • 3INDREK P.Hydrologic behavior of two engineered barriers following extreme wetting[J].Journal Environmental Quality,2001,30(2):855-887.
  • 4AUBERTIN M,CIFUENTES E,MARTIN V,et al.An investigation of factors that influence the water diversion capacity of inclined covers with capillary barrier effects[J].Unsaturated Soils,2006(2):613-624.
  • 5SMESRUD J K,SELKER J S.Effect of soil-particle size contrast on capillary barrier performance[J].Journal of Geotechnical and Geoenvironmental Engineering,2001,127(10):885-888.
  • 6WALTER M T,KIM J S,STEENHUIS T S,et al.Funnded flow mechanisms in a sloping layered soil:laboratory investigation[J].Water Resources Research,2000,36(4):841-849.
  • 7YANG H,RAHARDJO H,LEONG E C,et al.A study of infiltration on three sand capillary barriers[J].Can.Geotech.J.,2004,41(4):629-643.
  • 8STORMONT J C,MORRIS C E.Method to estimate water storage capacity of capillary barriers[J].Journal of Geotechnical and Geoenvironmental Engineering,1998,124(4):297-302.
  • 9STORMONT J C,ANDERSON C E.Capillary barrier effect from underlying coarse soil layer[J].Journal of Geotechnical and Geoenvironmental Engineering,1999,125(8):641-648.
  • 10VAN GENUCHTEN M T.A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J].Soil Science Social of American Journal,1980,44(5):892-898.

引证文献3

二级引证文献3

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