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

机译:俄罗斯河流人口稠密山谷地区的二维水动力洪水模拟

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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:对俄罗斯不同地区的三个城市进行洪水建模的结果:(1)北德维纳河(欧洲)的Veliky Ustyug; (2)汤姆河(西伯利亚)的梅日杜列琴斯克; (3)介绍了阿穆尔河(远东)的布拉戈维申斯克。在二维曲线和矩形网格混合的二维Saint-Venant方程数值解的基础上,使用二维流场和洪泛区STREAM_2D上的二维水动力模型进行了仿真。通过比较模拟的淹没区域和已知水文情况下卫星图像上淹没区域的轮廓对该模型进行的验证证明了紧密的对应关系(相对于被淹没洪峰的面积,相对误差为7-12%)。对大型堤防的堤防对水流的影响分析表明,在某些情况下,水位可能会上升1 m以上,并且洪水区的模式可能会显着不同。

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