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Development of F-N Curves for Public Safety Risks Associated with Dam Failures in the U.S.

机译:开发与美国大坝倒塌相关的公共安全风险的F-N曲线

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摘要

With the advancing use of risk-informed decision-making in dam safety, there is interest in identifying tolerable public safety criteria or guidance for dam failures. Historic data has been used as a benchmark for establishing tolerable risk criteria that are in use today. A metric for measuring public safety risks is the F-N curve, which shows the frequency of exceedance per year (F) of fatalities (N). In this paper, we present the development of an updated F-N relationship for dam failure-related fatalities based on an up-to-date database, statistical analysis, and the evaluation of uncertainties. An issue of particular interest in terms of estimating the frequency of occurrence is being able to estimate the number of dam years of operation that exposes populations to the threat of dam breach floods. The result of the analysis is an estimate of the F-N curve that includes an estimate of the uncertainty (5-95% confidence intervals) in the results.
机译:随着在大坝安全中越来越多地使用基于风险的决策,人们有兴趣确定可容忍的公共安全标准或大坝故障的指南。历史数据已被用作建立当今使用的可容忍风险标准的基准。 F-N曲线是衡量公共安全风险的度量标准,它显示了每年死亡人数(N)的超标频率(F)。在本文中,我们基于最新的数据库,统计分析和不确定性评估,提出了与大坝故障相关死亡的更新F-N关系的开发。在估计发生频率方面,一个特别引起关注的问题是能够估计将人口暴露在大坝溃决洪水威胁下的大坝运营年限数量。分析的结果是F-N曲线的估计值,其中包括结果不确定性(5-95%置信区间)的估计值。

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