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Modeling the tidal bore on the Qiantang River, China:An application of FVCOM

机译:塑造潮汐河上的潮汐岩:FVCOM的应用

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The tidal bore is a typical hydraulic phenomenon that the water surface changes abruptly and surge forward in the front of a tidal wave. In this contribution, the FVCOM model has been used to simulate the tidal bore on the Qiantang River, China. The depth-averaged 2-D model results, like water levels and velocities agree well with the field data, and the typical bore scenes have been reproduced. This is consistent with the research of Pan et al. (2007) which used a depth-averaged 2-D numerical model, based on a Godunov-type scheme. The cell size could influence the modeled velocity to a large extent. However, the modeled 3-D velocity distributions is not obvious except those around the time of high slack water, if a small manning coefficient is used to obtain large current velocity when the bore pass by. When a large relatively manning coefficient is used, the vertical distributions of velocity become noticeable, but the magnitudes of velocity are smaller than the observations. It is expected that to solve this contradiction depends on the advances of friction coefficients.
机译:潮汐孔是一种典型的液压现象,即水面突然变化并在潮汐的前面浪涌。在这一贡献中,FVCOM模型已被用于模拟中国钱塘河上的潮汐孔。深度平均的2-D模型结果,如水位和速度,与现场数据很好,并且典型的钻孔场景已被复制。这与Pan等人的研究一致。 (2007)使用深度平均的二维数值模型,基于Godunov型方案。细胞大小可以在很大程度上影响模型的速度。然而,除了在孔隙通过时的小的射门系数时,建模的3-D速度分布在高狭微的水中时,除了高削减水的时间。当使用大的相对较小的系数时,速度的垂直分布变得明显,但速度的幅度小于观察结果。预计解决这种矛盾取决于摩擦系数的进步。

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