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Practical Application of 1-D Sediment Transport Model

机译:一维泥沙运移模型的实际应用

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The aim of the paper is to present a numerical simulation of sediment transport in a mountain river. Two one-dimensional sediment transport models: RubarBE and Metoda are applied to predict variation of longitudinal bed profile along the river reach and changes in the cross-sectional geometry due to erosion or deposition of sediment. In the current paper, simulation of the sediment transport is applied for the experimental reach of the River Raba - a mountain tributary of the Vistula River. The reach is located from 81.829 km to 77.751 km upstream from the Dobczyce Dam. This part of the river was completely changed due to the project concerning the extension of the Krakow-Zakopane road, which is located next to the Raba River. The results of simulation of riverbed evolution, before and after river training carried out by both models, are analysed and discussed.
机译:本文的目的是提供山区河流中泥沙运移的数值模拟。使用两个一维的泥沙运移模型:RubarBE和Metoda来预测沿河段的纵向河床剖面变化以及由于泥沙的侵蚀或沉积而造成的剖面几何形状的变化。在当前的论文中,泥沙运移的模拟被用于维斯杜拉河支流拉巴河的实验河段。范围位于Dobczyce大坝上游81.829 km至77.751 km。由于涉及与拉巴河相邻的克拉科夫-扎科帕内路的扩建工程,河的这一部分被完全改变。分析和讨论了两种模型在进行河流训练之前和之后河床演化的模拟结果。

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