Effect of Variations in Long-Duration Rainfall Intensity on Unsaturated Slope Stability

In recent years, many scientific methods have been used to prove that the Earth’s climate is changing. Climate change can affect rainfall patterns, which can in turn affect slope safety. Therefore, this study analyzed the effects of climate change on rainfall patterns from the perspective of rainfal...

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Main Authors: Hsin-Fu Yeh, Yi-Jin Tsai
Format: Article
Language:English
Published: MDPI AG 2018-04-01
Series:Water
Subjects:
Online Access:http://www.mdpi.com/2073-4441/10/4/479
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spelling doaj-b53aefd1c11043e4a5ea01d2b3c7be492020-11-24T22:37:42ZengMDPI AGWater2073-44412018-04-0110447910.3390/w10040479w10040479Effect of Variations in Long-Duration Rainfall Intensity on Unsaturated Slope StabilityHsin-Fu Yeh0Yi-Jin Tsai1Department of Resources of Engineering, National Cheng Kung University, Tainan 701, TaiwanDepartment of Resources of Engineering, National Cheng Kung University, Tainan 701, TaiwanIn recent years, many scientific methods have been used to prove that the Earth’s climate is changing. Climate change can affect rainfall patterns, which can in turn affect slope safety. Therefore, this study analyzed the effects of climate change on rainfall patterns from the perspective of rainfall intensity. This analysis was combined with numerical model analysis to examine the rainfall patterns of the Zengwen reservoir catchment area and its effects on slope stability. In this study, the Mann–Kendall test and the Theil–Sen estimator were used to analyze the rainfall records of rainfall stations at Da-Dong-Shan, Ma-To-Shan, and San-Jiao-Nan-Shan. The rainfall intensity of the Zengwen reservoir catchment area showed an increasing trend from 1990–2016. In addition, the analysis results of rainfall intensity trends were used for qualitative analysis of seepage and slope stability. The trend analysis result showed that in the future, from 2017–2100, if the amount of rainfall per hour continues to rise at about 0.1 mm per year, the amount of seepage will increase at the slope surface boundary and significantly change pore water pressure in the soil. As a result, the time of the occurrence of slope instability after the start of rainfall will decrease from 20 to 13 h, and the reduction in the safety coefficient will increase from 32 to 41%. Therefore, to decrease the effects of slope disasters on the safety of the Zengwen reservoir and its surrounding areas, changes in rainfall intensity trends should be considered for slope safety in this region. However, the results of trend analyses were weak and future research is needed using a wider range of precipitation data and detailed hydrological analysis to better predict rainfall pattern variations.http://www.mdpi.com/2073-4441/10/4/479rainfall intensitytrend analysisslope stabilityZengwen reservoir
collection DOAJ
language English
format Article
sources DOAJ
author Hsin-Fu Yeh
Yi-Jin Tsai
spellingShingle Hsin-Fu Yeh
Yi-Jin Tsai
Effect of Variations in Long-Duration Rainfall Intensity on Unsaturated Slope Stability
Water
rainfall intensity
trend analysis
slope stability
Zengwen reservoir
author_facet Hsin-Fu Yeh
Yi-Jin Tsai
author_sort Hsin-Fu Yeh
title Effect of Variations in Long-Duration Rainfall Intensity on Unsaturated Slope Stability
title_short Effect of Variations in Long-Duration Rainfall Intensity on Unsaturated Slope Stability
title_full Effect of Variations in Long-Duration Rainfall Intensity on Unsaturated Slope Stability
title_fullStr Effect of Variations in Long-Duration Rainfall Intensity on Unsaturated Slope Stability
title_full_unstemmed Effect of Variations in Long-Duration Rainfall Intensity on Unsaturated Slope Stability
title_sort effect of variations in long-duration rainfall intensity on unsaturated slope stability
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2018-04-01
description In recent years, many scientific methods have been used to prove that the Earth’s climate is changing. Climate change can affect rainfall patterns, which can in turn affect slope safety. Therefore, this study analyzed the effects of climate change on rainfall patterns from the perspective of rainfall intensity. This analysis was combined with numerical model analysis to examine the rainfall patterns of the Zengwen reservoir catchment area and its effects on slope stability. In this study, the Mann–Kendall test and the Theil–Sen estimator were used to analyze the rainfall records of rainfall stations at Da-Dong-Shan, Ma-To-Shan, and San-Jiao-Nan-Shan. The rainfall intensity of the Zengwen reservoir catchment area showed an increasing trend from 1990–2016. In addition, the analysis results of rainfall intensity trends were used for qualitative analysis of seepage and slope stability. The trend analysis result showed that in the future, from 2017–2100, if the amount of rainfall per hour continues to rise at about 0.1 mm per year, the amount of seepage will increase at the slope surface boundary and significantly change pore water pressure in the soil. As a result, the time of the occurrence of slope instability after the start of rainfall will decrease from 20 to 13 h, and the reduction in the safety coefficient will increase from 32 to 41%. Therefore, to decrease the effects of slope disasters on the safety of the Zengwen reservoir and its surrounding areas, changes in rainfall intensity trends should be considered for slope safety in this region. However, the results of trend analyses were weak and future research is needed using a wider range of precipitation data and detailed hydrological analysis to better predict rainfall pattern variations.
topic rainfall intensity
trend analysis
slope stability
Zengwen reservoir
url http://www.mdpi.com/2073-4441/10/4/479
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