期刊文献+

Isothermal diffusion of water vapor in unsaturated soils based on Fick’s second law 被引量:8

基于Fick第二定律的非饱和土中汽态水等温扩散研究
在线阅读 下载PDF
导出
摘要 In arid regions, water vapor diffusion predominates the total water migration in unsaturated soil, which significantly influences agriculture and engineering applications. With the aim of revealing the diffusion mechanism of water vapor in unsaturated soil, a water vapor migration test device was developed to conduct the water vapor migration indoor test. The test results demonstrate that the characteristics of water vapor diffusion in unsaturated soil conformed to Fick’s second law. A mathematical model for water vapor diffusion under isothermal conditions in unsaturated soil was established based on Fick’s law. Factors including the initial moisture content gradient, initial moisture content distribution, soil type and temperature that affect the water vapor diffusion coefficient were analyzed. The results show that there was good agreement between the moisture content calculated by the mathematical model and obtained by the indoor experiment. The vapor diffusion coefficient increased with increasing initial moisture content gradient and temperature. When the initial moisture content gradient is constant, the vapor diffusion coefficient increases with the increase of matrix suction ratio in dry and wet soil section. The effect of soil type on the water vapor diffusion coefficient was complex, as both the moisture content and soil particle sizes affected the water vapor diffusion. 干旱地区非饱和土中汽态水扩散是水分迁移的主要组成部分,这对农业和工程应用具有重要影响。为了揭示非饱和土中汽态水扩散机理,研制了汽态水扩散试验装置,进行了非饱和土汽态水扩散室内试验。试验结果表明非饱和土中汽态水扩散特性符合Fick第二定律。基于Fick定律,建立了等温条件下非饱和土汽态水扩散的数学模型,分析了初始含水率梯度、初始含水率分布、土体类型和温度等因素对汽态水扩散系数的影响。结果表明:用所建的数学模型计算的含水率与室内试验结果吻合较好;汽态水扩散系数随着初始含水率梯度和温度的增加而增大;在初始含水率梯度一定的条件下,汽态水系数随着这干土段和湿土段基质吸力比值的增大而增大;含水率和土颗粒粒径均对汽态水扩散系数有所影响,致使土体类型对汽态水扩散系数的影响比较复杂。
作者 LIU Fei-fei MAO Xue-song ZHANG Jian-xun WU Qian LI Ying-ying XU Cheng 刘飞飞;毛雪松;张建勋;吴谦;李颖颖;许铖(School of Highway,Chang’an University,Xi’an 710064,China;Luoyang Rail Transit Group Co.,Ltd.,Luoyang 471023,China)
出处 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第7期2017-2031,共15页 中南大学学报(英文版)
基金 Projects(51878064, 51378072) supported by the National Natural Science Foundation of China Projects(300102218408, 300102219108) supported by the Fundamental Research Funds for the Central Universities, China。
关键词 water vapor diffusion coefficient unsaturated soil mathematical model initial moisture content gradient initial moisture content distribution soil type TEMPERATURE 汽态水扩散系数 非饱和土 数学模型 初始含水率梯度 初始含水率分布 土的类型 温度
作者简介 Corresponding author:MAO Xue-song,PhD,Professor,Tel:+86-18192830325,E-mail:xuesongxian@aliyun.com,ORCID:0000-0003-2325-7661。
  • 相关文献

参考文献3

二级参考文献25

  • 1刘炳成,刘伟,李庆领.温度效应对非饱和土壤中湿分迁移影响的实验[J].华中科技大学学报(自然科学版),2006,34(4):106-108. 被引量:11
  • 2白冰,刘大鹏.非饱和介质中热能传输及水分迁移的数值积分解[J].岩土力学,2006,27(12):2085-2089. 被引量:11
  • 3孙建乐.非饱和土水分迁移试验研究[J].西部探矿工程,2007,19(7):36-38. 被引量:7
  • 4LAM L, FREDLUND D C, BARBOUR S L. Transient seepage model for saturated-unsaturated soil system: A geotechnical engineering approach[J]. Canadian Geoteehnieal Journal, 1988, 24(4): 565- 580.
  • 5WANG T H, SU L J. Experimental study on moisture migration in unsaturated loess under effect of temperature[J]. Journal of Cold Regions Engineering, 2010, 24(3): 77-86.
  • 6DEB SANJIT K, SHUKLA MANOJ K, SHARMA Parmodh, et al. Coupled liquid water, water vapor, and heat transport simulations in an unsaturated zone of a sandy loam field[J]. Soil Seienee, 2011, 176(8): 387- 398.
  • 7HEITMAN J L, HORTON R, REN T, et al. A test of coupled soil heat and water transfer prediction under transient boundary temperatures[J]. Soil Science Society of America Journal, 2008, 72(5): 1197- 1207.
  • 8JAHANGIR M H, SADRNEJAD S A. A new coupled heat, moisture and air transfer model in unsaturated soil[J] Journal of Mechanical Science and Technology, 2012, 26(11): 3661-3672.
  • 9ZHU Xian-mo, LI Yu-shan, PENG Xiang-lin, et al. Soils of the loess region in China[J]. Geoderma, 1983, 29(3): 237-255.
  • 10BARDEN L. Consolidation of compacted and unsaturated clay[J]. Geotechnique, 1965, 15(3): 267-286.

共引文献53

同被引文献215

引证文献8

二级引证文献24

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