Influence of model configuration for coastal flooding across Europe

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-05-23 DOI:10.1016/j.coastaleng.2024.104541
Marine Le Gal , Tomás Fernández-Montblanc , Juan Montes Perez , Enrico Duo , Paola Souto Ceccon , Paolo Ciavola , Clara Armaroli
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引用次数: 0

Abstract

Coastal flooding estimation at large scale, e.g. pan-European is usually performed using static method while dynamic method, in which numerical flood models are used to solve hydrodynamic equations, have proven to perform better. However, a numerical flood model can rapidly become computationally demanding. Thus, to respect the balance between efficiency and quality, models need to be properly configured. Usually, the model configuration is supported by calibration and validation. In the cases where it is not possible to appropriately implement calibration and validation through comparison against observed and measured data, sensitivity analyses can be applied in order to identify the key parameters that could influence the model capability to properly represent the modelled process. The present work aimed to identify influential model parameters across Europe and their relative importance in flood model configuration. Seventeen test cases were selected for which a LISFLOOD-FP model was developed, covering several sites across Europe and considering different storm events. A panoply of local morphologies and boundary conditions derived from the sites and storm event characteristics were used. For each test case, 72 simulations with different configurations were performed by varying the grid resolution, the numerical solver, the bottom friction and the wave set-up formulation used to estimate the total water level as a boundary condition. Two sensitivity analyses were performed on the modelled maximum flooded areas and water volumes using One-Driver-At-a-Time and variance-based methods. By using a k-means clustering method, the results of these sensitivity analyses allowed us to identify patterns through the test cases related to the geographical region, providing important information for the configuration of flood models across Europe. Both sensitivity analysis methods led to similar results highlighting dominant relative influences from the floodplain solver on the Atlantic coasts and from the boundary conditions on the Mediterranean ones. In addition the grid resolution was found to have great effect on the North and Baltic seas, while globally the friction was shown to impact the model’s results less. The test cases were clustered using a k-means method using as input both the sensitivity analysis results and morphological factors. Depending upon the inputs, two different sets of clusters were generated revealing a complex relationship between the influence of the model’s parameters and the selected morphological indicators.

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模型配置对欧洲沿海洪水的影响
大尺度(如泛欧)沿海洪水估算通常使用静态方法,而使用数值洪水模型求解水动力方程的动态方法已被证明性能更好。然而,数值洪水模型的计算要求会迅速提高。因此,为了兼顾效率和质量,需要对模型进行适当配置。通常,模型配置需要校准和验证。在无法通过与观测和测量数据进行比较来适当实施校准和验证的情况下,可以采用敏感性分析,以确定可能影响模型能力的关键参数,从而正确表示模型过程。本研究旨在确定欧洲各地有影响的模型参数及其在洪水模型配置中的相对重要性。我们选择了 17 个测试案例,为其开发了 LISFLOOD-FP 模型,涵盖欧洲多个地点,并考虑了不同的暴雨事件。测试中使用了一系列根据地点和暴雨事件特征得出的当地形态和边界条件。通过改变网格分辨率、数值求解器、底部摩擦力和用于估算作为边界条件的总水位的波浪设置公式,对每个测试案例进行了 72 次不同配置的模拟。采用 "一次驱动 "和基于方差的方法,对模拟的最大淹没面积和水量进行了两次敏感性分析。通过使用 k-means 聚类方法,这些敏感性分析的结果使我们能够通过与地理区域相关的测试案例找出模式,为整个欧洲的洪水模型配置提供重要信息。两种敏感性分析方法得出的结果相似,都强调了大西洋沿岸洪泛区求解器和地中海沿岸边界条件的主要相对影响。此外,网格分辨率对北海和波罗的海的影响很大,而在全球范围内,摩擦对模型结果的影响较小。在输入敏感性分析结果和形态因素的基础上,使用 K-均值法对测试案例进行了聚类。根据输入的不同,产生了两组不同的聚类,揭示了模型参数的影响与所选形态指标之间的复杂关系。
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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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