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首页> 外文期刊>Journal of Water Resources Planning and Management >Interval Analysis of the Loss of Life Caused by Dam Failure
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Interval Analysis of the Loss of Life Caused by Dam Failure

机译:坝体衰竭造成的生命损失的间隔分析

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摘要

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.
机译:流体动力因素和社会因素都对坝体衰竭造成的生命损失有很大影响。影响因素的相对较大的不确定性间隔导致潜在生命损失的变化。基于对寿命丧失的形成机制的分析,确定了影响因素。结合间隔理论,提出了一种计算生命丧失和确定影响因素对生命丧失的影响的方法。建议,群体曝光率和暴露人口的死亡率的暴露率的间隔受到洪水严重程度,警告时间,对大坝故障的认识和建设脆弱性等主要影响因素影响。此外,分析了由较小的影响因素引起的一系列校正系数,例如坝故障时间,救援能力和年龄分布。通过分析10个坝故障事件和2次闪光河洪水之后21个淹水地区的生命损失,验证了拟议的方法,其中估计结果的间隔都包含了实际的生命丧失。另外,间隔的相应下界的比率均小于10,这符合不同现有方法的结果在幅度的阶数中变化的特性。这是第一项工作,以仔细注意损失生命损失的不确定性间隔,所提出的方法有效地确定了坝体衰竭引起的潜在生命损失的严重程度。

著录项

  • 来源
    《Journal of Water Resources Planning and Management 》 |2021年第1期| 04020098.1-04020098.7| 共7页
  • 作者单位

    School of Water Conservancy Engineering Zhengzhou Univ. Zhengzhou 450001 China Visiting Scholar Safety and Security Science Group (S3G) Faculty of Technology Policy and Management Delft Univ. of Technology 2628 BX Delft Netherlands;

    School of Water Conservancy Engineering Zhengzhou Univ. Zhengzhou 450001 China;

    School of Water Conservancy Engineering Zhengzhou Univ. Zhengzhou 450001 China School of Software Zhengzhou Univ. Zhengzhou 450002 China;

    School of Water Conservancy Engineering Zhengzhou Univ. Zhengzhou 450001 China;

    School of Water Conservancy Engineering Zhengzhou Univ. Zhengzhou 450001 China;

    School of Water Conservancy Engineering Zhengzhou Univ. Zhengzhou 450001 China;

    School of Political Science and Public Administration Zhengzhou Univ. Zhengzhou 450001 China;

    College of Water Conservancy and Hydropower Engineering Hohai Univ. Nanjing 210098 China;

    Safety and Security Science Group (S3G) Faculty of Technology Policy and Management Delft Univ. of Technology 2628 BX Delft Netherlands;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Loss of life; Uncertainty intervals; Dam failure; Influencing factors; Formation mechanism;

    机译:失去生命;不确定性间隔;大坝失败;影响因素;形成机制;

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