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MODELING OF UNSTEADY RAPIDLY VARIED OPEN CHANNEL FLOW

机译:非定常型快速变化的开放通道流模型

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摘要

The modeling of unsteady surface water flows such as roll waves, surges, tidal waves and floods and flow routing poses great challenge to numerical modelers. In this paper, three explicit schemes for unsteady surface water flows are investigated. The three schemes differ in the way by which the mass and momentum fluxes at the interface between different finite volumes are determined. In particular, the flux in the Bhatnagar-Gross-Krook (BGK), the kinetic flux vector splitting (KFVS) and the flux difference splitting (FDS) schemes are based on Boltzmann Bhathagar-Gross-Krook equation, the Boltzmann equation with no collision and the exact Riemann solution, respectively. The gravitational and frictional forces are included through operator splitting for all three schemes. Test cases show that (ⅰ) the three schemes accurately resolve shock waves, expansion waves and the nonlinear interaction between various waves, and (ⅱ) the three schemes are of similar accuracy and efficiency. However, it is noted that the scalar nature of the Boltzmann equation means that the BGK and KFVS do not require characteristic decomposition and that its extension to multi-dimensional problems or to flows in complex geometry is relatively straightforward.
机译:的不稳定表面水建模为辊波,潮,潮波和洪水流入这样和流路由姿势很大的挑战数值建模。在本文中,非稳定表面水流3种显格式进行了研究。三种方案中,通过该在不同的有限体积之间的界面处的质量和动量通量被确定的方式不同。特别是,在纳加尔-格罗斯 - 克鲁克(BGK)的通量,所述的KFVS(KFVS)和通量差分裂(FDS)方案是基于玻尔兹曼Bhathagar毛-克鲁克方程,Boltzmann方程没有碰撞并且确切的黎曼溶液,分别。重力和摩擦力通过为所有三种方案运营商拆分包括在内。测试用例表明,(ⅰ)的三种方案准确解决冲击波,膨胀波和各种波之间的非线性相互作用,和(ⅱ)的三种方案是相似的精度和效率的。然而,应当注意的是,波尔兹曼方程装置的标量性质以使BGK和KFVS不需要特征分解,并且其延伸到多维问题或在复杂的几何形状流是相对简单的。

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