Effects of heterogeneity distribution on hillslope stability during rainfalls

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...

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Main Authors: Cai, Jing-sen, Yan, E-chuan, Yeh, Tian-chyi Jim, Zha, Yuan-yuan
Other Authors: Univ Arizona, Dept Hydrol & Water Resources
Language:en
Published: EDITORIAL BOARD WATER SCIENCE & ENGINEERING 2016
Subjects:
Online Access:http://hdl.handle.net/10150/622924
http://arizona.openrepository.com/arizona/handle/10150/622924
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spelling ndltd-arizona.edu-oai-arizona.openrepository.com-10150-6229242017-03-31T03:00:37Z Effects of heterogeneity distribution on hillslope stability during rainfalls Cai, Jing-sen Yan, E-chuan Yeh, Tian-chyi Jim Zha, Yuan-yuan Univ Arizona, Dept Hydrol & Water Resources Cross-correlation analysis Heterogeneity Hillslope stability Saturated hydraulic conductivity Stochastic conceptualization Pore-water pressure 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. 2016-04 Article Effects of heterogeneity distribution on hillslope stability during rainfalls 2016, 9 (2):134 Water Science and Engineering 16742370 10.1016/j.wse.2016.06.004 http://hdl.handle.net/10150/622924 http://arizona.openrepository.com/arizona/handle/10150/622924 Water Science and Engineering en http://linkinghub.elsevier.com/retrieve/pii/S1674237016300163 This is an open access article under the CC BY-NC-ND license (http:// creativecommons.org/licenses/by-nc-nd/4.0/). EDITORIAL BOARD WATER SCIENCE & ENGINEERING
collection NDLTD
language en
sources NDLTD
topic Cross-correlation analysis
Heterogeneity
Hillslope stability
Saturated hydraulic conductivity
Stochastic conceptualization
Pore-water pressure
spellingShingle Cross-correlation analysis
Heterogeneity
Hillslope stability
Saturated hydraulic conductivity
Stochastic conceptualization
Pore-water pressure
Cai, Jing-sen
Yan, E-chuan
Yeh, Tian-chyi Jim
Zha, Yuan-yuan
Effects of heterogeneity distribution on hillslope stability during rainfalls
description 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.
author2 Univ Arizona, Dept Hydrol & Water Resources
author_facet Univ Arizona, Dept Hydrol & Water Resources
Cai, Jing-sen
Yan, E-chuan
Yeh, Tian-chyi Jim
Zha, Yuan-yuan
author Cai, Jing-sen
Yan, E-chuan
Yeh, Tian-chyi Jim
Zha, Yuan-yuan
author_sort Cai, Jing-sen
title Effects of heterogeneity distribution on hillslope stability during rainfalls
title_short Effects of heterogeneity distribution on hillslope stability during rainfalls
title_full Effects of heterogeneity distribution on hillslope stability during rainfalls
title_fullStr Effects of heterogeneity distribution on hillslope stability during rainfalls
title_full_unstemmed Effects of heterogeneity distribution on hillslope stability during rainfalls
title_sort effects of heterogeneity distribution on hillslope stability during rainfalls
publisher EDITORIAL BOARD WATER SCIENCE & ENGINEERING
publishDate 2016
url http://hdl.handle.net/10150/622924
http://arizona.openrepository.com/arizona/handle/10150/622924
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AT yanechuan effectsofheterogeneitydistributiononhillslopestabilityduringrainfalls
AT yehtianchyijim effectsofheterogeneitydistributiononhillslopestabilityduringrainfalls
AT zhayuanyuan effectsofheterogeneitydistributiononhillslopestabilityduringrainfalls
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