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International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015)
Levee reliability analysis considering different failure mechanisms : a case study (Gueishan Levee) in southern Taiwan Huang, Wen-Chao; Yu, Hong-Wen
Abstract
Because Taiwan is located in a subtropical area, it is unavoidable to encounter severe disasters induced by typhoons during the summer season. On August 8, 2009, Typhoon Morakot invaded Southern Taiwan and many levees and revetments in southern Taiwan were damaged during this event. In this study, the uncertainty of the parameters was considered in stability analyses of one of the failed levees, the Gueishan Levee, under different flood return periods to examine the effect of the extreme weather conditions. Analysis results have shown that the slope sliding safety factor coefficient of variation (C.O.V.) is more influenced by the change of water level difference and less influenced by the change of flood return period. As the water level difference (WLD) coefficient increases, the safety factor is more concentrated and exhibit less uncertainty. The C.O.V. of sliding and overturning of retaining structure are both influenced by the variations of flood return periods and the WLD coefficient. As the flood return period increases, the two failure mechanisms associated with retaining structure exhibit less uncertainty under a long flood return period. On the other hand, as the WLD coefficient increases, the response of the two failure mechanisms related to retaining structure exhibit more uncertainty. It is therefore recommended to consider the water heights and possible scouring depths from hydrologic analysis of floods, and empirical equations in the levee stability analysis. If a specific levee is more important (more lives and properties are expected to be influenced), possible failure mechanisms may need to be considered under the effect of extreme weather condition, and thus the design can be reexamined and redesigned as a countermeasure to face the extreme weather conditions in the future.
Item Metadata
Title |
Levee reliability analysis considering different failure mechanisms : a case study (Gueishan Levee) in southern Taiwan
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Creator | |
Contributor | |
Date Issued |
2015-07
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Description |
Because Taiwan is located in a subtropical area, it is unavoidable to encounter severe
disasters induced by typhoons during the summer season. On August 8, 2009, Typhoon Morakot invaded
Southern Taiwan and many levees and revetments in southern Taiwan were damaged during this event.
In this study, the uncertainty of the parameters was considered in stability analyses of one of the failed
levees, the Gueishan Levee, under different flood return periods to examine the effect of the extreme
weather conditions. Analysis results have shown that the slope sliding safety factor coefficient of
variation (C.O.V.) is more influenced by the change of water level difference and less influenced by the
change of flood return period. As the water level difference (WLD) coefficient increases, the safety factor
is more concentrated and exhibit less uncertainty. The C.O.V. of sliding and overturning of retaining
structure are both influenced by the variations of flood return periods and the WLD coefficient. As the
flood return period increases, the two failure mechanisms associated with retaining structure exhibit less
uncertainty under a long flood return period. On the other hand, as the WLD coefficient increases, the
response of the two failure mechanisms related to retaining structure exhibit more uncertainty. It is
therefore recommended to consider the water heights and possible scouring depths from hydrologic
analysis of floods, and empirical equations in the levee stability analysis. If a specific levee is more
important (more lives and properties are expected to be influenced), possible failure mechanisms may
need to be considered under the effect of extreme weather condition, and thus the design can be
reexamined and redesigned as a countermeasure to face the extreme weather conditions in the future.
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Genre | |
Type | |
Language |
eng
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Notes |
This collection contains the proceedings of ICASP12, the 12th International Conference on Applications of Statistics and Probability in Civil Engineering held in Vancouver, Canada on July 12-15, 2015. Abstracts were peer-reviewed and authors of accepted abstracts were invited to submit full papers. Also full papers were peer reviewed. The editor for this collection is Professor Terje Haukaas, Department of Civil Engineering, UBC Vancouver.
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Date Available |
2015-05-15
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Provider |
Vancouver : University of British Columbia Library
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Rights |
Attribution-NonCommercial-NoDerivs 2.5 Canada
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DOI |
10.14288/1.0076052
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URI | |
Affiliation | |
Citation |
Haukaas, T. (Ed.) (2015). Proceedings of the 12th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP12), Vancouver, Canada, July 12-15.
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Peer Review Status |
Unreviewed
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Scholarly Level |
Other
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Rights URI | |
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DSpace
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Rights
Attribution-NonCommercial-NoDerivs 2.5 Canada