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Two Dimensional Finite Volume Model for Simulating Unsteady Turbulent Flow and Sediment Transport

机译:用于模拟非定常湍流和泥沙输送的二维有限体积模型

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摘要

The two-dimensional depth-averaged shallow water equations have attracted considerable attentions as a practical way to solve flows with free surface. Compared to three-dimensional Navier-Stokes equations, the shallow water equations give essentially the same results at much lower cost. Solving the shallow water equations by the Godunov-type finite volume method is a newly emerging area. The Godunov-type finite volume method is good at capturing the discontinuous fronts in numerical solutions. This makes the method suitable for solving the system of shallow water equations. In this dissertation, both the shallow water equations and the Godunov-type finite volume method are described in detail. A new surface flow routing method is proposed in the dissertation. The method does not limit the shallow water equations to open channels but extends the shallow water equations to the whole domain. Results show that the new routing method is a promising method for prediction of watershed runoff. The method is also applied to turbulence modeling of free surface flow. The κ - ε turbulence model is incorporated into the system of shallow water equations. The outcomes prove that the turbulence modeling is necessary for calculation of free surface flow. At last part of the dissertation, a total load sediment transport model is described and the model is tested against 1D and 2D laboratory experiments. In summary, the proposed numerical method shows good potential in solving free surface flow problems. And future development will be focusing on river meandering simulation, non-equilibrium sediment transport and surface flow - subsurface flow interaction.
机译:二维深度平均浅水方程作为解决具有自由表面的流动的实用方法已引起了广泛的关注。与三维Navier-Stokes方程相比,浅水方程以较低的成本给出了基本相同的结果。用Godunov型有限体积法求解浅水方程是一个新兴领域。 Godunov型有限体积法擅长捕获数值解中的不连续前沿。这使得该方法适用于求解浅水方程组。本文详细介绍了浅水方程和Godunov型有限体积法。提出了一种新的面流路由方法。该方法不将浅水方程式限制为明渠,而是将浅水方程式扩展到整个域。结果表明,新的选路方法是一种有希望的流域径流预报方法。该方法还适用于自由表面流的湍流建模。 κ-ε湍流模型被纳入浅水方程组。结果证明,湍流模型对于计算自由表面流是必要的。论文的最后部分描述了一个总负荷输沙模型,并对该模型进行了一维和二维实验室实验。总之,所提出的数值方法在解决自由表面流问题方面显示出良好的潜力。未来的发展将集中在河曲模拟,非平衡泥沙输运和地表水-地下流相互作用方面。

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    Yu Chunshui;

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  • 年度 2013
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  • 原文格式 PDF
  • 正文语种 en
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