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A Bayesian approach for estimating extreme flood probabilities with upper-bounded distribution functions

机译:贝叶斯方法用上限分布函数估计极端洪水概率

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Some recent research on fluvial processes suggests the idea that some hydrological variables, such as flood flows, are upper-bounded. However, most probability distributions that are currently employed in flood frequency analysis are unbounded to the right. This paper describes an exploratory study on the joint use of an upper-bounded probability distribution and non-systematic flood information, within a Bayesian framework. Accordingly, the current PMF maximum discharge appears as a reference value and a reasonable estimate of the upper-bound for maximum flows, despite the fact that PMF determination is not unequivocal and depends strongly on the available data. In the Bayesian context, the uncertainty on the PMF can be included into the analysis by considering an appropriate prior distribution for the maximum flows. In the sequence, systematic flood records, historical floods, and paleofloods can be included into a compound likelihood function which is then used to update the prior information on the upper-bound. By combining a prior distribution describing the uncertainties of PMF estimates along with various sources of flood data into a unified Bayesian approach, the expectation is to obtain improved estimates of the upper-bound. The application example was conducted with flood data from the American river basin, near the Folsom reservoir, in California, USA. The results show that it is possible to put together concepts that appear to be incompatible: the deterministic estimate of PMF, taken as a theoretical limit for floods, and the frequency analysis of maximum flows, with the inclusion of non-systematic data. As compared to conventional analysis, the combination of these two concepts within the logical context of Bayesian theory, contributes an advance towards more reliable estimates of extreme floods.
机译:最近对河流过程的一些研究表明,某些水文变量(如洪水流量)是上限的。但是,当前在洪水频率分析中使用的大多数概率分布在右边是无界的。本文描述了在贝叶斯框架内联合使用上限概率分布和非系统洪水信息的探索性研究。因此,尽管PMF的确定不是明确的并且很大程度上取决于可用数据,但当前的PMF最大排放量似乎是参考值和最大流量上限的合理估计。在贝叶斯环境中,可以通过考虑最大流量的适当先验分布,将PMF的不确定性纳入分析。在此序列中,系统洪水记录,历史洪水和古洪水可以包含在复合似然函数中,然后该函数用于更新上限的先验信息。通过将描述PMF估计的不确定性的先验分布以及洪水数据的各种来源组合到统一的贝叶斯方法中,期望将获得对上限的改进估计。应用示例是使用来自美国加利福尼亚州福尔松水库附近的美国流域的洪水数据进行的。结果表明,有可能将似乎不兼容的概念放在一起:PMF的确定性估计(作为洪水的理论极限)以及最大流量的频率分析(包括非系统数据)。与常规分析相比,在贝叶斯理论的逻辑范围内将这两个概念结合起来,有助于更可靠地估计极端洪水。

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