Effects of heterogeneity distribution on hillslope stability during rainfalls
| dc.contributor.author | Cai, Jing-sen | |
| dc.contributor.author | Yan, E-chuan | |
| dc.contributor.author | Yeh, Tian-chyi Jim | |
| dc.contributor.author | Zha, Yuan-yuan | |
| dc.date.accessioned | 2017-03-30T00:59:16Z | |
| dc.date.available | 2017-03-30T00:59:16Z | |
| dc.date.issued | 2016-04 | |
| dc.identifier.citation | Effects of heterogeneity distribution on hillslope stability during rainfalls 2016, 9 (2):134 Water Science and Engineering | en |
| dc.identifier.issn | 16742370 | |
| dc.identifier.doi | 10.1016/j.wse.2016.06.004 | |
| dc.identifier.uri | http://hdl.handle.net/10150/622924 | |
| dc.description.abstract | 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. | |
| dc.description.sponsorship | China Scholarship Council [201406410032]; National Natural Science Foundation of China [41172282]; Strategic Environmental Research and Development Program [ER-1365]; Environmental Security and Technology Certification Program [ER201212]; National Science Foundation-Division of Earth Sciences [1014594] | en |
| dc.language.iso | en | en |
| dc.publisher | EDITORIAL BOARD WATER SCIENCE & ENGINEERING | en |
| dc.relation.url | http://linkinghub.elsevier.com/retrieve/pii/S1674237016300163 | en |
| dc.rights | Copyright © 2016 Hohai University. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). | en |
| dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | |
| dc.subject | Cross-correlation analysis | en |
| dc.subject | Heterogeneity | en |
| dc.subject | Hillslope stability | en |
| dc.subject | Saturated hydraulic conductivity | en |
| dc.subject | Stochastic conceptualization | en |
| dc.subject | Pore-water pressure | en |
| dc.title | Effects of heterogeneity distribution on hillslope stability during rainfalls | en |
| dc.type | Article | en |
| dc.contributor.department | Univ Arizona, Dept Hydrol & Water Resources | en |
| dc.identifier.journal | Water Science and Engineering | en |
| dc.description.note | Open Access Journal. | en |
| dc.description.collectioninformation | This item from the UA Faculty Publications collection is made available by the University of Arizona with support from the University of Arizona Libraries. If you have questions, please contact us at repository@u.library.arizona.edu. | en |
| dc.eprint.version | Final published version | en |
| refterms.dateFOA | 2018-09-11T18:08:03Z | |
| html.description.abstract | 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. |

