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Water content
0.0
0.1
0.2
0.3
0.4
T=6min
20
T=60min
T=120min
40
60
Fig. 3. Evolution with time of bulk water along depth direction
5 Conclusions
In this paper, based on the couple model, the infiltration processes of different soils
under rainfall condition are compared. As calculation results show, the infiltration in
clay soil is most slow and wetting front is sharpest. This paper has some guiding sig-
nificance to soil science, hydrology and water resources etc.
References
1. Zhu, W., Cheng, N., Chen, X.: Some fundamental problems of unsaturated seepage. Journal
of Geotechnical Engineering 28(2), 235-240 (2006) (in Chinese)
2. Wang, J., Wang, E., Wang, S.: Potential description of rainfall free infiltration phase. J.
Tsinghua Univ (Sci. & Tech.) 50(12), 1920-1924 (2010) (in Chinese)
3. Kollet, S.J., Maxwell, R.M.: Integrated surface-groundwater flow modeling: A free-surface
overland flow boundary condition in a parallel groundwater flow model. Advances in Water
Resources 29, 945-958 (2006)
4. Wang, D.: Experimental study on volume change of unsaturated soil and its application to
estimation of subsidence. Dalian University of Technology (May 2007)
 
 
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