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Nonstationary Flood Frequency Analysis for Annual Flood Peak Series, Adopting Climate Indices and Check Dam Index as Covariates

机译:年度洪峰序列的非平稳洪水频率分析,采用气候指标并检查大坝指数作为协变量

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Traditionally, flood frequency analysis under the assumption of stationarity has been a cornerstone and there is mature technology applied in practice. However, recent evidences of the impact of climate variability and anthropogenic factors have thrown into question the applicability of stationary hypothesis. In this study, Kendall's tau and Spearman's rho correlation test were adopted to detect the relationship between climate indices (PDO, NAO, AO, NPO and ENSO) and annual flood peak data. The test results showed that NPO and Nio3 had significant correlations with the flood peak which could prove the climate cause of non-stationarity. Nio3 is used herein to describe ENSO. We also proposed a check dam index (CDIp) to represent the effect of human activities that caused nonstationarity on flood. The CDIp was based on the estimated storage capacity and drainage area of large number of check dams and small hydraulic structures. A framework for nonstationary flood frequency analysis was developed through Generalized Additive Models in Location, Scale and Shape (GAMLSS), and two models based on GAMLSS were applied to the annual flood peak. The model results that incorporated climate indices (NPO and Nio3) and CDIp as covariates in the parameters of the selected distribution exhibited an undulate behavior, which could better describe nonstationarity than the model with only time dependence. For a reservoir index (RI) proposed by Lpez and Franc,s (2013) which is similar to CDIp, we established two contrast models and the result revealed that CDIp is superior to RI. These results highlight the necessity of flood frequency analysis under nonstationary conditions, and alternative definitions of return period should be adapted.
机译:传统上,在平稳性假设下的洪水频率分析一直是基石,并且在实践中已经应用了成熟的技术。但是,有关气候多变性和人为因素影响的最新证据使平稳假设的适用性受到质疑。在这项研究中,采用肯德尔的tau和Spearman的rho相关检验来检测气候指数(PDO,NAO,AO,NPO和ENSO)与年度洪峰数据之间的关系。试验结果表明,NPO和Nio3与洪峰具有显着的相关性,这可能是造成气候不稳定的原因。本文使用Nio3来描述ENSO。我们还提出了水坝指数(CDIp),以代表人类活动对洪水造成的不稳定性。 CDIp是基于大量检查坝和小型水工建筑物的估计存储容量和排水面积得出的。通过位置,规模和形状的通用加性模型(GAMLSS),开发了非平稳洪水频率分析框架,并将两个基于GAMLSS的模型应用于年洪峰。将选定的分布参数中的气候指数(NPO和Nio3)和CDIp作为协变量的模型结果显示出起伏的行为,比仅具有时间依赖性的模型可以更好地描述非平稳性。对于Lpez和Franc,s(2013)提出的类似于CDIp的储层指数(RI),我们建立了两个对比模型,结果表明CDIp优于RI。这些结果凸显了在非平稳条件下进行洪水频率分析的必要性,因此应调整返回期的替代定义。

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