Multivariate design events for compound flooding analysis in estuaries

Understanding Compound Flood (CF) hazard in estuaries requires moving beyond univariate approaches toward multivariate frameworks that capture the joint behavior of multiple drivers. Although the relevance of such approaches is increasingly recognized, most existing methods remain limited to bivariate analyses. Extending to higher dimensions poses conceptual and computational challenges, particularly in estimating Joint Return Periods (JRP) and defining representative design events. This limitation is especially relevant in estuarine systems, where the hazard may result from the combined action of interacting drivers — including precipitation, river discharge, storm surge, and waves — that rarely occur in isolation. In this context, restricting the analysis to two variables may overlook relevant dependencies, reinforcing the need for models that account for higher-order interactions. This study examines the role of multivariate dependence structures within a six-dimensional case-study, comparing different copula families to evaluate their suitability for CF hazard analysis. Focusing on the Santoña estuary, we assess how model choice influences the estimation of joint events and the selection of representative conditions for design. Among the models explored, vine constructions incorporating extreme-value copulas led to more coherent joint estimates, offering improved stability across dependence scenarios. Rather than seeking a universally optimal model, the analysis illustrates how the choice of dependence structure can influence the representation of joint extremes. The proposed framework supports physically interpretable and statistically consistent multivariate design events for compound hazard analysis in coastal settings. • R-vine copulas capture dependence in compound flooding best • Multivariate return periods capture uncertainty with a set of equally probable events • Mixture distributions are essential to capture marginal distributions

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Publication Details

Journal
Coastal Engineering
Published
2025-08-08
DOI
https://doi.org/10.1016/j.coastaleng.2025.104850
Citations
1
Primary Topic
Hydrology and Drought Analysis
Type
article
Field-Weighted Citation Impact
1.11

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article

Multivariate design events for compound flooding analysis in estuaries

Diego Armando Urrea Méndez, Manuel del Jesús, Dina Vanessa Gomez Rave
1 citations
Coastal Engineering
Hydrology and Drought Analysis
1.11
article

Multivariate design events for compound flooding analysis in estuaries

Diego Armando Urrea Méndez, Manuel del Jesús, Dina Vanessa Gomez Rave
article en
1 citations

Abstract

Understanding Compound Flood (CF) hazard in estuaries requires moving beyond univariate approaches toward multivariate frameworks that capture the joint behavior of multiple drivers. Although the relevance of such approaches is increasingly recognized, most existing methods remain limited to bivariate analyses. Extending to higher dimensions poses conceptual and computational challenges, particularly in estimating Joint Return Periods (JRP) and defining representative design events. This limitation is especially relevant in estuarine systems, where the hazard may result from the combined action of interacting drivers — including precipitation, river discharge, storm surge, and waves — that rarely occur in isolation. In this context, restricting the analysis to two variables may overlook relevant dependencies, reinforcing the need for models that account for higher-order interactions. This study examines the role of multivariate dependence structures within a six-dimensional case-study, comparing different copula families to evaluate their suitability for CF hazard analysis. Focusing on the Santoña estuary, we assess how model choice influences the estimation of joint events and the selection of representative conditions for design. Among the models explored, vine constructions incorporating extreme-value copulas led to more coherent joint estimates, offering improved stability across dependence scenarios. Rather than seeking a universally optimal model, the analysis illustrates how the choice of dependence structure can influence the representation of joint extremes. The proposed framework supports physically interpretable and statistically consistent multivariate design events for compound hazard analysis in coastal settings. • R-vine copulas capture dependence in compound flooding best • Multivariate return periods capture uncertainty with a set of equally probable events • Mixture distributions are essential to capture marginal distributions

Coastal EngineeringVol. 202
Instituto de Física de Cantabria (ES)
Ministerio de Ciencia e Innovación, European Regional Development Fund, Agencia Estatal de Investigación
Climate action
Openalex Percentile: Top 21%
Hydrology and Drought Analysis
1.11
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