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Coastal flooding event definition based on damages: Case study of Biarritz Grande Plage on the French Basque coast

机译:基于损害赔偿的沿海洪水事件定义:对法国巴斯克海岸比亚里茨宏伟薄层的案例研究

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This paper presents a method to include damage at the initial stage of coastal flooding events definition and in return periods computation. The methodology is illustrated within a local study carried out in Biarritz Grande Plage, a meso-tidal, wave dominated beach located on the french basque coast in the south west of France. The work is based on two datasets covering the period 1949?2015: a first one, consisting of observation and synthetic data on wave characteristics and water level, and a second one, gathering storm dates and related damage intensities obtained through investigations in the press and in archives. A statistical analysis was first carried out to find the best combination of source variables explaining the reported damages for the identified storms. Maximal, mean and accumulated values were calculated over storm duration, considering source and aggregated variables based on the empirical run-up formula or the wave energy flux. Most rules combining a wave parameter and water level are found to provide satisfactory damage prediction as soon as maxima variables are considered. Rules based on mean variables are less accurate and those based on accumulated variable values are not relevant. The ability of the rules to be used as generic event definition rules is then tested by performing a retrospective analysis on the whole dataset, checking their efficiency in detecting historical storms (i.e., with damages) without finding too many false positives. Most of the rules formerly studied, except the ones using wave period only as wave parameter, were able to correctly perform this task. Coastal flood event return periods (RP) were then calculated by applying three of the best rules identified previously. The rule using non simultaneous maxima of wave energy flux and water level gives encouraging results for the RP values. Nevertheless, the discrepancy still observed among the different rules calls for further work in this direction.
机译:本文介绍了一种在沿海洪水事件定义的初始阶段包括损坏的方法,并在返回期计算。该方法在比亚里茨格兰德普莱比特,一个位于法国西南部的法国巴斯克沿岸的中间潮汐,波浪主导的海滩进行的本地研究中。这项工作基于涵盖1949年的两个数据集2015年:第一个,由波浪特征和水位上的观察和合成数据组成,第二个,通过调查在新闻中调查获得的收集风暴日期和相关损伤强度。在档案中。首先进行统计分析,以找到源事变量的最佳组合,解释了所识别的风暴的报告损害。通过风暴持续时间计算最大,平均值和累积值,考虑基于经验载流式或波能量通量的源和聚合变量。在考虑最大变量的情况下,发现组合波参数和水位的大多数规则都会提供令人满意的损坏预测。基于平均变量的规则不太准确,基于累积变量值的规则不相关。然后通过对整个数据集进行回顾性分析来测试要用作通用事件定义规则的能力,检查它们在检测历史风暴的效率(即,损坏)而不找到太多误报。以前研究的大多数规则除外,除了使用Wave Wave作为Wave参数的规则,都能够正确执行此任务。然后通过应用先前确定的三项最佳规则来计算沿海洪水事件返回期(RP)。使用非同时最大值的波能量通量和水位的规则给出了RP值的令人鼓舞的结果。尽管如此,在不同的规则中仍然观察到差异呼吁在这方面进一步工作。

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