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Enhancing flood risk assessment in the Johor River Basin through trivariate copula
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ABSTRACT
Copulas are a vital statistical tool, particularly in hydrology, for understanding complex relationships among flood characteristics. This study focuses on three key flood features: peak discharge, flood volume, and flood duration, using trivariate copulas to capture their interdependencies. This is crucial because bivariate and univariate analyses fall short in considering all three factors simultaneously. To handle extreme flood values, L-moment is proposed over maximum likelihood estimation and inference function margin due to its enhanced reliability and susceptibility to outliers and extreme values. Akaike information criterion was employed to identify the best-fit marginal distribution and copula. The Lognormal distribution effectively models peak discharge, while Weibull and generalized extreme value distributions fit flood volume and duration best, respectively. Various copula families, including elliptical and Archimedean, are assessed, where Clayton copula emerge as the most suitable. This analysis demonstrates that when more flood features are considered together, the return period increases, indicating the reduced likelihood of occurrence. The trivariate case of the AND-joint return period surpasses the trivariate case of the OR-joint return period where the TP, V, DAND=5, 405.93 years, while TP, V, DOR=500.46 years. This comprehensive approach enhances hydrological modeling and decision-making for water resource management and flood mitigation projects.
Title: Enhancing flood risk assessment in the Johor River Basin through trivariate copula
Description:
ABSTRACT
Copulas are a vital statistical tool, particularly in hydrology, for understanding complex relationships among flood characteristics.
This study focuses on three key flood features: peak discharge, flood volume, and flood duration, using trivariate copulas to capture their interdependencies.
This is crucial because bivariate and univariate analyses fall short in considering all three factors simultaneously.
To handle extreme flood values, L-moment is proposed over maximum likelihood estimation and inference function margin due to its enhanced reliability and susceptibility to outliers and extreme values.
Akaike information criterion was employed to identify the best-fit marginal distribution and copula.
The Lognormal distribution effectively models peak discharge, while Weibull and generalized extreme value distributions fit flood volume and duration best, respectively.
Various copula families, including elliptical and Archimedean, are assessed, where Clayton copula emerge as the most suitable.
This analysis demonstrates that when more flood features are considered together, the return period increases, indicating the reduced likelihood of occurrence.
The trivariate case of the AND-joint return period surpasses the trivariate case of the OR-joint return period where the TP, V, DAND=5, 405.
93 years, while TP, V, DOR=500.
46 years.
This comprehensive approach enhances hydrological modeling and decision-making for water resource management and flood mitigation projects.
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