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首页> 外文期刊>Journal of Hydrology >Nonparametric Bayesian flood frequency estimation
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Nonparametric Bayesian flood frequency estimation

机译:非参数贝叶斯洪水频率估计

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A novel nonparametric Bayesian Monte-Carlo method is presented to estimate flood frequency. This method accommodates complex flood behaviors such as event clustering (repeated instances of similar magnitude floods) and can use varied data, such as gage and historical peak discharges, and paleohydrologic upper and lower bounds on peak discharge, while rigorously accounting for a wide variety of measurement uncertainties. In contrast to nonparametric kernel estimation approaches, the stochastic assumption is used to generate flood frequency models that span the data and provide about twice the number of degrees of freedom of the data. Each generated flood frequency model is scored using likelihoods that account for data measurement uncertainties. A parametric estimation approach ensures high precision because posterior sampling is known. However, parametric approaches can produce substantial biases because the classes of allowed flood frequency models are restricted. These biases are completely undetectable within a parametric paradigm. The nonparametric approach used here surrenders some precision in the pursuit of reduced bias and greater overall accuracy and assurance; it reveals the annual probabilities where discharge becomes unconstrained by the data, thereby eliminating unsubstantiated extrapolation. Parametric flood frequency estimation introduces strong extrapolation priors that make it difficult, if not impossible, to determine when flood frequency is not longer constrained by the data. Nonparametric and parametric flood frequency estimation using a demonstration data set shows that while parametric functions may sometimes provide reasonable fits to subsets of paleohydrologic, data, parametric flood frequency estimates are likely to produce substantial biases over entire to cycles of annual exceedance probability, when using paleohydrologic data spanning thousands of years. Published by Elsevier B.V.
机译:提出了一种新颖的非参数贝叶斯蒙特卡洛方法来估计洪水频率。这种方法可以适应复杂的洪水行为,例如事件聚类(重复发生类似规模的洪水),并且可以使用各种数据,例如量具和历史峰值流量,以及峰值流量的古水文上限和下限,同时严格考虑了多种因素。测量不确定度。与非参数核估计方法相比,随机假设用于生成跨数据的泛洪频率模型,并提供数据自由度的大约两倍。使用考虑到数据测量不确定性的可能性对每个生成的洪水频率模型进行评分。参数估计方法可确保高精度,因为已知后采样。但是,参数化方法可能会产生很大的偏差,因为允许的泛洪频率模型的类别受到限制。在参数范式中,这些偏差是完全不可检测的。此处使用的非参数方法在降低偏差,提高总体准确性和保证性方面具有一定的准确性。它揭示了排放不受数据约束的年度概率,从而消除了没有根据的外推法。参数洪水频率估计引入了强外推先验,这使得即使不是不可能,也很难确定何时不再受数据约束。使用示范数据集进行的非参数和参数洪水频率估计表明,尽管参数函数有时可能为古水文学的子集提供合理的拟合,但使用古水文方法时,参数洪水频率估计可能会在整个年度超标概率周期中产生很大的偏差。跨越数千年的数据。由Elsevier B.V.发布

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