三角洲洪水灾害的概率特征:Hoek van Holland(荷兰)的应用

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
Faidon Diakomopoulos , Alessandro Antonini , Alexander Maria Rogier Bakker , Laura Maria Stancanelli , Markus Hrachowitz , Elisa Ragno
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引用次数: 0

摘要

由于人口增长和城市扩张,沿海洪水事件给三角洲地区带来了严重风险。更好地了解极端水位 (EWL)、产生极端水位的机制及其组成部分,即天文潮汐和风暴潮,对防洪系统的维护和设计具有重要意义。因此,对它们进行统计调查可为建立更可靠的洪水风险缓解基础设施提供新的见解。在本研究中,我们分析了这些组成部分,并比较了不同的概率方法,即单变量极值分析、共轭函数和联合概率法 (JPM),以更好地估计 EWL。我们使用 Hoek van Holland(荷兰)作为代表性案例研究,因为该三角洲环境的动态条件和人造基础设施使该地区具有重要的战略意义。研究结果表明,利用高浪涌和高风速之间的相关性,同时考虑风向,可以更准确地估算出极端事件之间的解聚时间。在西南三角洲,这个时间估计为 4 天左右。此外,EWLs 的组成部分,即浪涌和天文潮汐,显示出负相关关系。通过比较建立 EWLs 模型的统计方法,结果表明通过 EVA 和 JPM 估算的 EWLs 差异不大,而 copulas 似乎优于其他方法。然而,选择适当的 copula 来显示依赖性是至关重要的。总之,分析潮汐与风暴潮之间的依存关系可以使 EWL 的推断更加可靠。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Probabilistic characterizations of flood hazards in deltas: Application to Hoek van Holland (Netherlands)

Coastal flooding events pose a critical risk in delta areas, since they are characterized by population growth and urban expansion. A better understanding of Extreme Water Levels (EWLs), the mechanisms generating them, and their components, i.e., astronomical tide and storm surge is of great importance as they drive the maintenance and design of flood protection systems. Therefore, a statistical investigation of them can provide new insights for more reliable flood risk mitigation infrastructures. In this study, we analyse these components and compare different probabilistic methods i.e., univariate extreme value analysis, copula functions, and Joint Probability Method (JPM) for the better estimation of EWLs. We use Hoek van Holland (NL) as a representative case study, since the dynamic conditions of this deltaic environment with man-made infrastructures render the area of strategic importance. The results indicate that a more accurate estimate of the declustering time between extreme events can be achieved using correlation of high surges and high wind speeds, taking into consideration also the wind direction. In the Southwest Delta this time estimated to be around 4 days. Furthermore, the EWLs components, i.e., surge and astronomical tide, show negative dependence. From the comparison between statistical approaches to model EWLs, results show that EWLs estimated via EVA and JPM do not vary significantly, while copulas’ seems to outperform the other methods. However, the selection of the proper copula to show the dependence is critical. As a conclusion, the analysis of the dependence between tides and storm surges can lead to more robust inferences of EWLs.

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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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