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Prediction of Flood Frequency Factor for Gumbel Distribution Using Regression and GEP Model

机译:基于回归和GEP模型的洪峰分布洪水频率因子预测

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摘要

Floods are the most common natural disasters that affect societies around the world. One of the major problems in water resources engineering design is the estimation of maximum flood discharges. These estimations are determined to assign hydrological and hydraulic dimensions to bridges, sewers, dam, spillway, protection embankments, weirs, detention ponds and diversion canals. Accurate estimation of flood frequency discharge increases safety of the hydraulic structures. In probability theory and statistics, flood frequency analysis is used to obtain the probability distribution of floods. The distribution models can be summarized the generalized extreme value, Gumbel or extreme value type 1, Log-Normal and the Log Pearson type III distributions. The Gumbel distribution provides the best fit according to the extreme value analysis studies. This study concentrates on prediction of flood frequency factor (K) for the Gumbel distribution using gene expression programming (GEP) and regression model. Some prediction models are presented for determining of flood frequency factor (K). The proposed regression model (Model 4) and GEP model (Model 7) give a fast and practical way of estimating the flood frequency factor. Thus, Gumbel's method has been simplified in such a predictive model that one can obtain the magnitude of a given return period for flood discharges without recourse to looking at a table. The performance of the prediction models was evaluated with an illustrative example for 2, 5, 10, 20, 50, 100, 200, 250, 500 and 1000 years flood.
机译:洪水是影响全球社会的最常见自然灾害。水资源工程设计中的主要问题之一是最大洪水流量的估算。确定这些估计值是为了将水文和水力尺寸分配给桥梁,下水道,大坝,溢洪道,防护堤,堰,堰塘和引水渠。洪水流量的准确估算可以提高水工建筑物的安全性。在概率论和统计中,洪水频率分析用于获得洪水的概率分布。分布模型可以概括为广义极值,Gumbel或极值类型1,对数正态和对数Pearson类型III分布。根据极值分析研究,Gumbel分布提供最佳拟合。这项研究集中在使用基因表达编程(GEP)和回归模型预测Gumbel分布的洪水频率因子(K)上。提出了一些预测模型,用于确定洪水频率因子(K)。所提出的回归模型(模型4)和GEP模型(模型7)为估算洪水频率因子提供了一种快速而实用的方法。因此,在这样一种预测模型中简化了Gumbel的方法,使得人们无需求助于表格就可以获得洪水排泄给定返回期的大小。以2、5、10、20、50、100、200、250、500和1000年洪水的说明性示例评估了预测模型的性能。

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