Effects of heterogeneity distribution on hillslope stability during rainfalls

被引:17
作者
Cai, Jing-sen [1 ]
Yan, E-chuan [1 ]
Yeh, Tian-chyi Jim [2 ]
Zha, Yuan-yuan [2 ]
机构
[1] China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China
[2] Univ Arizona, Dept Hydrol & Water Resources, Tucson, AZ 85721 USA
基金
美国国家科学基金会; 中国国家自然科学基金;
关键词
Cross-correlation analysis; Heterogeneity; Hillslope stability; Saturated hydraulic conductivity; Stochastic conceptualization; Pore-water pressure;
D O I
10.1016/j.wse.2016.06.004
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The objective of this study was to investigate the spatial relationship between the most likely distribution of saturated hydraulic conductivity (K-s) and the observed pressure head (P) distribution within a hillslope. The cross-correlation analysis method was used to investigate the effects of the variance of lnK(s), spatial structure anisotropy of lnK(s), and vertical infiltration flux (q) on P at some selected locations within the hillslope. The cross-correlation analysis shows that, in the unsaturated region with a uniform flux boundary, the dominant correlation between P and Ks is negative and mainly occurs around the observation location of P. A relatively high P value is located in a relatively low Ks zone, while a relatively low P value is located in a relatively high Ks zone. Generally speaking, P is positively correlated with q/Ks at the same location in the unsaturated region. In the saturated region, the spatial distribution of K-s can significantly affect the position and shape of the phreatic surface. We therefore conclude that heterogeneity can cause some parts of the hillslope to be sensitive to external hydraulic stimuli (e.g., rainfall and reservoir level change), and other parts of the hillslope to be insensitive. This is crucial to explaining why slopes with similar geometries would show different responses to the same hydraulic stimuli, which is significant to hillslope stability analysis. (C) 2016 Hohai University. Production and hosting by Elsevier B.V.
引用
收藏
页码:134 / 144
页数:11
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