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Two-dimensional hydrodynamic flood modelling for populated valley areas of Russian rivers

机译:俄罗斯河口人口谷地区二维流体动力洪水模型

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Results of flood modelling for three cities located in different parts of Russia: (1) Veliky Ustyug at the Northern Dvina river (Europe); (2) Mezhdurechensk at the Tom river (Siberia); and (3) Blagoveschensk at the Amur river (Far East) are presented. The two-dimensional hydrodynamic model of flow in channels and on floodplain STREAM_2D on the basis of the numerical solution of two-dimensional Saint-Venant equations on a hybrid curvilinear quadrangular and rectangular mesh was used for the simulations. Verification of the model through a comparison of simulated inundated areas with outlines of flooded zones from satellite images for known hydrologic situations demonstrate close correspondence (relative errors of 7-12% in terms of the area for peaks of the analysed floods). Analyses of embankment influence of large-scale levees on the water flow demonstrate that, in some cases, water levels could rise by more than 1 m and the patterns of the flooding zones could significantly differ.
机译:俄罗斯不同地区的三个城市洪水建模结果:(1)北德维纳河(欧洲)的Veliky Ustyug; (2)汤姆河(西伯利亚)的Mezhdurechensk; (3)阿穆尔河(远东)的Blagoveschensk。基于杂交曲线四边形网格上的二维圣腔方程的二维圣宫等方程的数值解二维流体动力模型和泛洪叶_2d的二维流体动力学模型用于混合曲线四边形和矩形网格的数值解。通过比较模拟淹没区域的模型验证,其中具有来自已知水文情况的卫星图像的被淹没区域的轮廓展示了密切的对应关系(在分析的洪水峰的区域方面的相对误差为7-12%)。大规模堤坝对水流的路堤影响分析表明,在某些情况下,水位可能上升超过1米,洪水区的图案可能会显着不同。

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