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    Interval Analysis of the Loss of Life Caused by Dam Failure

    Source: Journal of Water Resources Planning and Management:;2021:;Volume ( 147 ):;issue: 001::page 04020098
    Author:
    Wei Ge
    ,
    Xiuwei Wang
    ,
    Zongkun Li
    ,
    Hexiang Zhang
    ,
    Xinyan Guo
    ,
    Te Wang
    ,
    Weixing Gao
    ,
    Chaoning Lin
    ,
    Pieter van Gelder
    DOI: 10.1061/(ASCE)WR.1943-5452.0001311
    Publisher: ASCE
    Abstract: Both hydrodynamic factors and social factors have large impacts on the loss of life caused by dam failure. Relatively large uncertainty intervals of the influencing factors lead to changes in the potential loss of life. Based on an analysis of the formation mechanism of loss of life, the influencing factors were identified. Combined with interval theory, a method for calculating loss of life and determining the impacts of the influencing factors on loss of life was proposed. The intervals of the exposure rate of the population at risk and the mortality of the exposed population, which are impacted by the major influencing factors such as the flood severity, warning time, understanding of dam failure, and building vulnerability, were recommended. Furthermore, a range of correction coefficients caused by the minor influencing factors, such as the dam failure time, rescue ability, and age distribution, was analyzed. The proposed method was validated by analyzing the losses of life in 21 flooded regions after 10 dam failure events and 2 flash river floods, in which the intervals of the estimated results all contained the actual loss of life. In addition, the ratios of the upper bounds to the corresponding lower bounds of the intervals were all less than 10, which is in accordance with the characteristic that the results of different existing methods vary within an order of magnitude. This is the first work that pays careful attention to the uncertainty intervals of loss of life estimates, and the proposed method effectively determined the severity of the potential loss of life caused by dam failure.
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      Interval Analysis of the Loss of Life Caused by Dam Failure

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    contributor authorWei Ge
    contributor authorXiuwei Wang
    contributor authorZongkun Li
    contributor authorHexiang Zhang
    contributor authorXinyan Guo
    contributor authorTe Wang
    contributor authorWeixing Gao
    contributor authorChaoning Lin
    contributor authorPieter van Gelder
    date accessioned2022-01-30T22:47:24Z
    date available2022-01-30T22:47:24Z
    date issued1/1/2021
    identifier other(ASCE)WR.1943-5452.0001311.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269610
    description abstractBoth hydrodynamic factors and social factors have large impacts on the loss of life caused by dam failure. Relatively large uncertainty intervals of the influencing factors lead to changes in the potential loss of life. Based on an analysis of the formation mechanism of loss of life, the influencing factors were identified. Combined with interval theory, a method for calculating loss of life and determining the impacts of the influencing factors on loss of life was proposed. The intervals of the exposure rate of the population at risk and the mortality of the exposed population, which are impacted by the major influencing factors such as the flood severity, warning time, understanding of dam failure, and building vulnerability, were recommended. Furthermore, a range of correction coefficients caused by the minor influencing factors, such as the dam failure time, rescue ability, and age distribution, was analyzed. The proposed method was validated by analyzing the losses of life in 21 flooded regions after 10 dam failure events and 2 flash river floods, in which the intervals of the estimated results all contained the actual loss of life. In addition, the ratios of the upper bounds to the corresponding lower bounds of the intervals were all less than 10, which is in accordance with the characteristic that the results of different existing methods vary within an order of magnitude. This is the first work that pays careful attention to the uncertainty intervals of loss of life estimates, and the proposed method effectively determined the severity of the potential loss of life caused by dam failure.
    publisherASCE
    titleInterval Analysis of the Loss of Life Caused by Dam Failure
    typeJournal Paper
    journal volume147
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0001311
    journal fristpage04020098
    journal lastpage04020098-7
    page7
    treeJournal of Water Resources Planning and Management:;2021:;Volume ( 147 ):;issue: 001
    contenttypeFulltext
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