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首页> 外文期刊>Journal of Hydrology >An at-site flood estimation method in the context of nonstationarity II. Statistical analysis of floods in Quebec
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An at-site flood estimation method in the context of nonstationarity II. Statistical analysis of floods in Quebec

机译:非平稳II背景下的现场洪水估算方法。魁北克洪水统计分析

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This paper, the second of a two-part paper, investigates the nonstationary behaviour of flood peaks in Quebec (Canada) by analyzing the annual maximum flow series (AMS) available for the common 1966-2001 period from a network of 32 watersheds. Temporal trends in the mean of flood peaks were examined by the nonparametric Mann-Kendall test. The significance of the detected trends over the whole province is also assessed by a bootstrap test that preserves the cross-correlation structure of the network. Furthermore, The LM-NS method (introduced in the first part) is used to parametrically model the AMS, investigating its applicability to real data, to account for temporal trends in the moments of the time series. In this study two probability distributions (GEV & Gumbel) were selected to model four different types of time-varying moments of the historical time series considered, comprising eight competing models. The selected models are: two stationary models (GEV0 & Gumbel0), two nonstationary models in the mean as a linear function of time (GEV1 & Gumbel1), two nonstationary models in the mean as a parabolic function of time (GEV2 & Gumbel2), and two nonstationary models in the mean and the log standard deviation as linear functions of time (GEV11 & Gumbell 1). The eight models were applied to flood data available for each watershed and their performance was compared to identify the best model for each location. The comparative methodology involves two phases: (1) a descriptive ability based on likelihood-based optimality criteria such as the Bayesian Information Criterion (BIC) and the deviance statistic; and (2) a predictive ability based on the residual bootstrap. According to the Mann-Kendall test and the LM-NS method, a quarter of the analyzed stations show significant trends in the AMS. All of the significant trends are negative, indicating decreasing flood magnitudes in Quebec. It was found that the LM-NS method could provide accurate flood estimates in the context of nonstationarity. The results have indicated the importance of taking into consideration the nonstationary behaviour of the flood series in order to improve the quality of flood estimation. The results also provided a general impression on the possible impacts of climate change on flood estimation in the Quebec province. (C) 2016 Elsevier B.V. All rights reserved.
机译:本文是由两部分组成的第二部分,通过分析32个流域网络中1966-2001年共同时期的可用年度最大流量序列(AMS),研究了魁北克(加拿大)洪峰的非平稳行为。通过非参数Mann-Kendall检验检验了洪峰平均值的时间趋势。引导测试还评估了整个省检测到的趋势的重要性,该测试保留了网络的互相关结构。此外,LM-NS方法(在第一部分中介绍)用于对AMS进行参数化建模,研究其对实际数据的适用性,以说明时间序列时刻的时间趋势。在这项研究中,选择了两个概率分布(GEV和Gumbel)来建模所考虑的历史时间序列的四种不同类型的时变矩,包括八个竞争模型。选定的模型为:两个固定模型(GEV0和Gumbel0),两个平均值为时间线性函数的非平稳模型(GEV1&Gumbel1),两个平均值为时间抛物线函数的非平稳模型(GEV2&Gumbel2),和两个非平稳模型的均值和对数标准差作为时间的线性函数(GEV11和Gumbell 1)。将这八个模型应用于每个流域可用的洪水数据,并对它们的性能进行比较,以确定每个位置的最佳模型。比较方法涉及两个阶段:(1)基于基于似然性的最佳标准(例如贝叶斯信息准则(BIC)和偏差统计量)的描述能力; (2)基于剩余自举的预测能力。根据Mann-Kendall测试和LM-NS方法,四分之一的分析台站显示出AMS的显着趋势。所有显着趋势均为负,表明魁北克的洪水幅度正在减小。发现在非平稳情况下,LM-NS方法可以提供准确的洪水估算。结果表明,必须考虑洪水序列的非平稳性,以提高洪水估算的质量。该结果还对气候变化对魁北克省洪水估算的可能影响有一个总体印象。 (C)2016 Elsevier B.V.保留所有权利。

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