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Geostatistical prediction of flow–duration curves in an index-flow framework

机译:指标流框架中流量持续时间曲线的地统计预测

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An empirical period-of-record flow–duration curve (FDC) describes the percentage of time (duration) in which a given streamflow was equaled or exceeded over an historical period of time. In many practical applications one has to construct FDCs in basins that are ungauged or where very few observations are available. We present an application strategy of top-kriging, which makes the geostatistical procedure capable of predicting FDCs in ungauged catchments. Previous applications of top-kriging mainly focused on the prediction of point streamflow indices (e.g. flood quantiles, low-flow indices, etc.); here the procedure is used to predict the entire curve in ungauged sites as a weighted average of standardised empirical FDCs through the traditional linear-weighting scheme of kriging methods. In particular, we propose to standardise empirical FDCs by a reference index-flow value (i.e. mean annual flow, or mean annual precipitation × the drainage area) and to compute the overall negative deviation of the curves from this reference value. We then propose to use these values, which we term total negative deviation (TND), for expressing the hydrological similarity between catchments and for deriving the geostatistical weights. We focus on the prediction of FDCs for 18 unregulated catchments located in central Italy, and we quantify the accuracy of the proposed technique under various operational conditions through an extensive cross-validation and sensitivity analysis. The cross-validation points out that top-kriging is a reliable approach for predicting FDCs with Nash–Sutcliffe efficiency measures ranging from 0.85 to 0.96 (depending on the model settings) very low biases over the entire duration range, and an enhanced representation of the low-flow regime relative to other regionalisation models that were recently developed for the same study region.
机译:经验记录的流量持续时间曲线(FDC)描述了在历史时间段内等于或超过给定流量的时间百分比(持续时间)。在许多实际应用中,必须在无裂缝的盆地或很少观测到的盆地中建造FDC。我们提出了顶部克里金法的一种应用策略,该策略使地统计学程序能够预测未捕获流域的FDC。顶克里金法的先前应用主要集中在点流指数的预测上(例如洪水分位数,低流量指数等);在此,该程序用于通过传统的克里金法线性加权方案,将未测量站点的整个曲线作为标准化经验FDC的加权平均值进行预测。特别是,我们建议通过参考指标流量值(即年平均流量或年平均降水量×排水面积)来标准化经验FDC,并从该参考值计算曲线的总体负偏差。然后,我们建议使用这些值(我们称之为总负偏差(TND))来表达集水区之间的水文相似性并得出地统计权重。我们专注于对位于意大利中部的18个不受管制流域的FDC的预测,并通过广泛的交叉验证和敏感性分析来量化所提出技术在各种运行条件下的准确性。交叉验证指出,顶级克里金法是一种预测FDC的可靠方法,其Nash–Sutcliffe效率范围从0.85到0.96(取决于模型设置)在整个持续时间范围内具有非常低的偏差,并且可以更好地表示相对于最近为同一研究区域开发的其他区域化模型而言的低流量制度。

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