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FLOOD FLOW REGIONALIZATION BASED ON L-MOMENTS AND ITS USE WITH THE INDEX FLOOD METHOD

机译:基于L-矩的洪水分流及其在指数洪水法中的应用

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The method introduced in this paper is an alternative approach to flood flow regionalization. A homogeneous region is defined as a group of catchments with equal sample distribution of Q_max~AN except of the location parameter. Reliability of this concept is dependent on how well the sample distribution represents the true distribution of Q_max~AN. Over 260 selected river catchments were grouped into regions by means of hierarchical and splitting (nonhierarchical) cluster analysis methods according to L-Cv, L-Cs and L-Ck, which are in a strictly homogeneous region constant. The K-means splitting method with Euclidean distance metrics gave better results in terms of between and within cluster variances than the hierarchical method. Acquired regions are not geographically compact, but this is not regarded as an indicator of similarity of the frequency distribution. Good correlations between the average annual maximum flood and catchment area were found in all regions. For making this approach applicable also to ungauged catchments, a method for attributing such catchments to a region was suggested. This method is based on the use of contour maps of L-Cv and L-Cs. From these maps, values of L-Cv and L-Cs were inferred for 10 test catchments which were excluded from the analysis. The average relative error of L-Cv was rather small, 8.5% and the error of L-Cs was 18.9%. The index flood was estimated from catchment characteristics by means of a regression model and a supplementary map of relative errors. In this case, the average relative error was 12.3%. The quantiles Q_N were estimated by the index flood method. This method, in combination with the proposed regionalization, showed promising results with the average relative errors of Q_(10) and Q_(10) less than 13% and Q_(100) not exceeding 15%. Future work will be directed towards the issue of improving the estimation of the index flood and the coefficient of linear variation, which can be estimated from catchment characteristics. Regionalization can be improved by including the flood and rainfall seasonality measures.
机译:本文介绍的方法是洪水流量分区的一种替代方法。均质区域定义为一组集水区,除了位置参数外,其样本分布为Q_max〜AN。这个概念的可靠性取决于样本分布表示Q_max〜AN的真实分布的程度。通过根据L-Cv,L-Cs和L-Ck的层次和分裂(非层次)聚类分析方法,将260多个选定的河流集水区划分为区域,这些区域严格地保持在恒定的区域常数中。与聚类方差相比,在聚类方差之间和之内,采用欧几里得距离度量的K均值拆分方法提供了更好的结果。所获得的区域在地理上并不紧凑,但这不能视为频率分布相似性的指标。在所有地区,年平均最大洪水与集水面积之间都具有良好的相关性。为了使这种方法也适用于未受污染的集水区,建议了一种将这些集水区分配给某个地区的方法。该方法基于使用L-Cv和L-Cs的轮廓图。从这些图中可以推断出10个测试集水区的L-Cv和L-Cs值,这些值被从分析中排除。 L-Cv的平均相对误差很小,为8.5%,L-Cs的误差为18.9%。通过回归模型和相对误差的补充图,根据集水区特征估算指数洪水。在这种情况下,平均相对误差为12.3%。分位数Q_N通过指数泛洪方法进行估计。该方法与建议的区域划分相结合,显示出令人鼓舞的结果,Q_(10)和Q_(10)的平均相对误差小于13%,Q_(100)的平均相对误差不超过15%。未来的工作将针对改善指数洪水和线性变化系数的估算问题,这可以根据集水区特征估算。通过纳入洪水和降雨季节性措施可以改善区域化。

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