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Two-dimensional depth-averaged finite volume model for unsteady turbulent flow

机译:二维非均匀湍流的深度平均有限体积模型

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摘要

A two-dimensional (2D) depth-averaged model is developed for simulating unsteady turbulent shallow-water flows with dry-wet fronts (e.g. dam-break flow). The model is based on 2D depth-averaged Reynolds-averaged Navier stokes equations coupled with the k - e turbulence model. The high-resolution MUSCL scheme (monotone upstream-centred schemes for conservation laws) is implemented to minimize numerical diffusions. A novel augmented Harten-Lax-van Leer-contact Riemann solver is used to solve the governing equations simultaneously. A body-fitted mesh is generated by using the Cartesian cut-cell method to accommodate irregular boundaries. The model is tested against two laboratory experiments to examine whether or not turbulence model is essential for simulating unsteady turbulent flow. The results show that the addition of the k - s turbulence model significantly improves the modelling results at places of strong turbulence activities. To further improve the results, a more accurate turbulence model for unsteady flow and dispersion terms in the momentum equations is needed.
机译:开发了二维(2D)深度平均模型,用于模拟具有干湿前沿的不稳定湍流浅水流(例如溃坝流)。该模型基于二维深度平均雷诺平均Navier斯托克斯方程,并结合了k-e湍流模型。高分辨率MUSCL方案(用于守恒定律的单调上游中心方案)被实施以最小化数值扩散。新颖的增强型Harten-Lax-van Leer接触Riemann求解器用于同时求解控制方程。通过使用笛卡尔切单元方法生成适合身体的网格,以容纳不规则边界。针对两个实验室实验对模型进行了测试,以检查湍流模型对于模拟非稳定湍流是否必不可少。结果表明,添加k-s湍流模型可以显着改善强湍流活动场所的建模结果。为了进一步改善结果,需要对动量方程中的非定常流动和扩散项建立更精确的湍流模型。

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