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Modeling 3D Supercritical Flow with Extended Shallow-Water Approach

机译:使用扩展的浅水方法对3D超临界流进行建模

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Despite the three-dimensional (3D) nature of the flow, the classical shallow-water equations are often used to simulate supercritical flow in channel transitions. A closer comparison with experimental data, however, often shows large discrepancies in the height and pattern of the shock waves that increase with the Froude number. An extension to the classical shallow-water approach is derived considering higher-order distribution functions for pressure and horizontal and vertical velocities, therefore taking nonhydrostatic pressure distribution and vertical momentum into account. The approach is applied to highly supercritical flow in a channel contraction (F_0=4.0), a channel junction (F_0≈4.5 for both branches), and a channel expansion (F_0=8.0). Specific problems of such flows—wetting and drying of computational cells and wave breaking due to steep free-surface gradients—are discussed and solved numerically. The solutions with the extended approach are compared both with experimental data and classical shallow-water computations, and the influence of the additional terms considering the 3D nature of such flows is illustrated.
机译:尽管流具有三维(3D)性质,但经典的浅水方程经常用于模拟通道过渡中的超临界流。但是,与实验数据进行更仔细的比较通常会发现,随着Froude数的增加,激波的高度和模式存在较大差异。考虑到压力和水平和垂直速度的高阶分布函数,得出了经典浅水方法的扩展,因此考虑了非静水压力分布和垂直动量。该方法适用于通道收缩(F_0 = 4.0),通道结(两个分支的F_0≈4.5)和通道扩展(F_0 = 8.0)中的高度超临界流。讨论并用数值方法解决了此类流动的具体问题,例如计算单元的润湿和干燥以及由于陡峭的自由表面梯度导致的波浪破裂。将扩展方法的解决方案与实验数据和经典浅水计算进行了比较,并说明了考虑此类流动的3D性质的附加项的影响。

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