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Regional flood frequency analysis using Bayesian generalized least squares: a comparison between quantile and parameter regression techniques

机译:使用贝叶斯广义最小二乘的区域洪水频率分析:分位数和参数回归技术之间的比较

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Regression-based regional flood frequency analysis (RFFA) methods are widely adopted in hydrology. This paper compares two regression-based RFFA methods using a Bayesian generalized least squares (GLS) modelling framework; the two are quantile regression technique (QRT) and parameter regression technique (PRT). In this study, the QRT focuses on the development of prediction equations for a flood quantile in the range of 2 to 100 years average recurrence intervals (ARI), while the PRT develops prediction equations for the first three moments of the log Pearson Type 3 (LP3) distribution, which are the mean, standard deviation and skew of the logarithms of the annual maximum flows; these regional parameters are then used to fit the LP3 distribution to estimate the desired flood quantiles at a given site. It has been shown that using a method similar to stepwise regression and by employing a number of statistics such as the model error variance, average variance of prediction, Bayesian information criterion and Akaike information criterion, the best set of explanatory variables in the GLS regression can be identified. In this study, a range of statistics and diagnostic plots have been adopted to evaluate the regression models. The method has been applied to 53 catchments in Tasmania, Australia. It has been found that catchment area and design rainfall intensity are the most important explanatory variables in predicting flood quantiles using the QRT. For the PRT, a total of four explanatory variables were adopted for predicting the mean, standard deviation and skew. The developed regression models satisfy the underlying model assumptions quite well; of importance, no outlier sites are detected in the plots of the regression diagnostics of the adopted regression equations. Based on ‘one-at-a-time cross validation’ and a number of evaluation statistics, it has been found that for Tasmania the QRT provides more accurate flood quantile estimates for the higher ARIs while the PRT provides relatively better estimates for the smaller ARIs. The RFFA techniques presented here can easily be adapted to other Australian states and countries to derive more accurate regional flood predictions. Copyright © 2011 John Wiley & Sons, Ltd.
机译:水文中广泛采用基于回归的区域洪水频率分析(RFFA)方法。本文比较了使用贝叶斯广义最小二乘(GLS)建模框架的两种基于回归的RFFA方法;两种是分位数回归技术(QRT)和参数回归技术(PRT)。在这项研究中,QRT专注于2至100年平均复发间隔(ARI)范围内洪水分位数的预测方程式的开发,而PRT则开发了对数Pearson Type 3的前三个时刻的预测方程式( LP3)分布,即年最大流量的对数的平均值,标准差和偏度;然后使用这些区域参数来拟合LP3分布,以估计给定站点上的所需洪水分位数。已经表明,使用与逐步回归相似的方法,并采用许多统计量,例如模型误差方差,预测的平均方差,贝叶斯信息准则和Akaike信息准则,可以在GLS回归中获得最佳的解释变量集被识别。在这项研究中,采用了一系列统计和诊断图来评估回归模型。该方法已应用于澳大利亚塔斯马尼亚州的53个流域。已经发现,流域面积和设计降雨强度是使用QRT预测洪水量的最重要的解释变量。对于PRT,总共采用了四个解释变量来预测均值,标准差和偏斜。开发的回归模型很好地满足了基础模型的假设;重要的是,在采用的回归方程的回归诊断图中,未检测到异常点。基于“一次交叉验证”和大量评估统计数据,发现对于塔斯马尼亚州,QRT对较高的ARIs提供更准确的洪水分位数估计,而PRT对较小的ARIs提供相对更好的估计。此处介绍的RFFA技术可以轻松地适用于其他澳大利亚州和国家,以得出更准确的区域洪水预报。版权所有©2011 John Wiley&Sons,Ltd.

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