An assessment of the uncertainty of the extremity of flood waves with vine copulas

R. Výleta, K. Hlavčová, S. Kohnová, T. Bacigál, Anna Liová, J. Szolgay
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Abstract

Flood hazard connected with the failure of hydraulic structures and flood risk associated with areas subject to flooding need to be estimated using flood hydrographs. Multivariate statistics of flood wave parameters enable quantitative conclusions about such flood hazards and risks. This study focuses on uncertainties in their estimates using unbounded and bounded marginal distributions of flood durations in the joint modelling of flood peaks, volumes, and durations with vine copulas. We have respected the seasonality of floods by distinguishing between the durations of summer and winter floods. We propose to use the bounded Johnson’s SB distribution to represent the hydrological constraints associated with flood durations. The practical consequences of selecting various unbounded and bounded distributions for modelling flood durations for the joint overall and conditional probabilities of the exceedance of flood peaks, volumes, and durations were demonstrated on data from the Parná River in Slovakia. Differences in modelling joint probabilities due to the tail behaviours of the marginal distributions tested were found. Although these are not critical for practical applications, accepting upper and lower bounds as hydrological constraints improves the quality of the statistical models.
带藤尾的洪波极值的不确定性评估
与水工结构破坏有关的洪水危害和与受洪水影响地区有关的洪水风险需要使用洪水曲线进行估计。通过对洪波参数的多元统计,可以定量地得出洪涝灾害和风险的结论。本研究的重点是利用洪水持续时间的无界和有界边际分布在洪水峰值、体积和持续时间的联合建模中的不确定性。我们通过区分夏季和冬季洪水的持续时间,尊重了洪水的季节性。我们建议使用有界Johnson’s SB分布来表示与洪水持续时间相关的水文约束。选择各种无界和有界分布来模拟洪水持续时间的联合总体和条件概率,超过洪峰、体积和持续时间的实际后果是在斯洛伐克帕纳河的数据上证明的。由于测试的边际分布的尾部行为,在建模联合概率方面存在差异。虽然这些对实际应用并不重要,但接受上限和下限作为水文约束可以提高统计模型的质量。
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