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首页> 外文期刊>The Arabian Journal for Science and Engineering >COMPARISON OF PROBABILITY WEIGHTED MOMENTS AND MAXIMUM LIKELIHOOD METHODS USED IN FLOOD FREQUENCY ANALYSIS FOR CEYHAN RIVER BASIN
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COMPARISON OF PROBABILITY WEIGHTED MOMENTS AND MAXIMUM LIKELIHOOD METHODS USED IN FLOOD FREQUENCY ANALYSIS FOR CEYHAN RIVER BASIN

机译:塞汉河盆地洪水频率分析中概率加权矩和最大似然法的比较

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摘要

Estimation of probable maximum flood discharges with certain return periods is essential for the design of hydraulic structures. The peak value of a flood having a pre-defined average return period is determined by frequency analysis. The longer the period of the observed flood peaks series, the more realistic the results of the flood frequency analysis, because the parameters of the probability distribution functions estimated from longer sample series tend to be close to their population values. Parameters of four commonly used probability distribution functions with recorded series of annual flood peaks at ten stream-gauging stations in the Ceyhan River Basin in southern Turkey were computed by the methods of Probability-Weighted Moments and Maximum-Likelihood. The plotting position formulas of Landwehr, Hosking, Cunnane, and Weibull were used separately for estimating the non-exceedence probabilities of sample events in computing the distribution parameters by the Probability-Weighted Moments method. Log-Pearson-3, Log-Normal-3, Generalized Extreme Value, and Wakeby distribution functions were applied to the observed annual maximum flood peaks series of the ten stream-gauging stations to determine the frequency relationship of the peak flood discharges vs return periods. The performances of four different PWM methods and the Maximum-Likelihood method were evaluated by Kolmogorov-Simirnov, Cramer von Misses, and Chi-Square goodness-of-fit (GOF) tests. The frequency relationships given by the PWM method using either one of Landwehr, Hosking, and Cunnane plotting position formulas were close to each other, whereas the Weibull plotting position formula produced appreciably under-estimating quantiles than the other methods. As the Wakeby distribution was observed to be successful in overall performance of three goodness-of-fit tests, the Log-Normal-3 distribution by the method of Maximum-Likelihood was one of the most successful distributions. However, the method of Maximum-Likelihood was not so successful with Log-Pearson-3 and Generalized Extreme Value distributions.
机译:在一定的恢复期内,估算可能的最大洪水流量对于水工结构的设计至关重要。通过频率分析确定具有预定的平均返回周期的洪水的峰值。观测到的洪峰序列的周期越长,洪水频率分析的结果越真实,因为从更长的样本序列估计的概率分布函数的参数趋于接近其总体值。通过概率加权矩和最大似然法,计算了土耳其南部切汉河流域十个测流站的四个常用概率分布函数的参数,并记录了一系列年洪峰。分别使用Landwehr,Hosking,Cunnane和Weibull的绘图位置公式来估计通过概率加权矩量法计算分布参数时样本事件的不存在概率。将Log-Pearson-3,Log-Normal-3,广义极值和Wakeby分布函数应用于观测到的十个流量测量站的年度最大洪峰系列,以确定洪峰排放量与返回期的频率关系。通过Kolmogorov-Simirnov,Cramer von Misses和卡方拟合优度(GOF)测试评估了四种不同的PWM方法和最大似然方法的性能。使用Landwehr,Hosking和Cunnane绘图位置公式之一的PWM方法给出的频率关系彼此接近,而Weibull绘图位置公式产生的分位数明显低于其他方法。由于观察到Wakeby分布在三个拟合优度测试的总体性能上都是成功的,因此采用最大似然法的Log-Normal-3分布是最成功的分布之一。但是,采用Log-Pearson-3和广义极值分布时,最大似然法并不是很成功。

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