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Flood frequency analysis using generalized distributions and entropy-based model selection method

机译:泛频分析使用广义分布和基于熵的模型选择方法

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Flood frequency analysis (FFA) is used for estimating the return period of a design flood. Fundamental to FFA is the selection of a frequency distribution fitted to the data set, where an inappropriate choice of a distribution can lead to significant error and bias in the design flood estimate. The usual criteria for selecting a distribution are Akaike Information Criterion (AIC), Bayesian Information Criterion (BIC), and Root Mean Square Error (RMSE), although these criteria have limitations. This paper performed FFA using three main steps. First, five generalized distributions were considered as candidate distributions for FFA; second, the principle of maximum entropy (POME) and the method of maximum likelihood (MLE) were used for parameter estimation; and third a new model selection criterion based on the value of entropy was proposed to choose the best-fitted distribution. Monte Carlo simulation was carried out to test this entropy-based method for four sample sizes equal to 50, 200, 1000, and 10000, and simulation was repeated 1000 times for each sample size. Then, the probability that a given method identified the correct distribution was determined. The probabilities affected by the sample size, skewness, and shape of the probability density function (PDF) were assessed. Using Qing River basin, China, as a case study, the design flood values were calculated and compared. Results of simulation showed that the proposed method was better than other methods for the following cases: (a) the sample size of data set X is small; (b) the skewness coefficient C-S > 0; and (c) the shape of PDFs is bell-shaped.
机译:洪水频率分析(FFA)用于估算设计洪水的重现期。FFA的基本原则是选择适合数据集的频率分布,其中不适当的分布选择可能会导致设计洪水估算中的重大误差和偏差。选择分布的常用标准有Akaike信息标准(AIC)、贝叶斯信息标准(BIC)和均方根误差(RMSE),尽管这些标准有局限性。本文采用三个主要步骤进行FFA。首先,五个广义分布被认为是FFA的候选分布;其次,利用最大熵原理(POME)和最大似然法(MLE)进行参数估计;第三,提出了一种新的基于熵的模型选择准则来选择最佳拟合分布。对四个样本量分别为50、200、1000和10000的样本量进行蒙特卡罗模拟,以测试这种基于熵的方法,并对每个样本量重复模拟1000次。然后,确定给定方法识别正确分布的概率。评估了样本大小、偏度和概率密度函数(PDF)形状对概率的影响。以中国清河流域为例,计算并比较了设计洪水值。仿真结果表明,在以下情况下,该方法优于其他方法:(a)数据集X的样本量较小;(b) 偏度系数C-S>0;(c)PDF的形状为钟形。

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