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Effects of turbulence models on numerical simulations of wave breaking and run-up on a mild slope beach

机译:湍流模型对缓坡海滩波浪破碎和上升的数值模拟的影响

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The performance of the standard k–e model, the high-Reynolds-number k–? model, the 1-equation k model, and the non-friction Euler model is examined against the case of wave run-up on a mild slope. A numerical model based on N-S equations and Volume Of Fluids (VOF) method is employed. Comparisons of elevation, velocity and shear stress are made among the four turbulence models against experimental data of wave run-up on a mild slope beach.It is found that before wave breaking on the slope, the outputs of the four different turbulence models agree reasonably well with each other. This suggests that during the run-up process the turbulence effect is negligible before wave breaking.Moreover, in the wave breaking zone, both the standard k–e model and the high-Reynolds-number k–? model predict the mean velocity field quite well, but generally under-predict the velocity and turbulent kinetic energy using wall functions on the solid slope surface.
机译:标准k–e模型,高雷诺数k–?的性能。模型,1-方程k模型和非摩擦欧拉模型针对在缓坡上的波浪上升情况进行了检验。采用基于N-S方程和流体体积(VOF)方法的数值模型。通过对四个湍流模型的高程,速度和切应力与温和斜坡海滩上波浪上升的实验数据进行比较,发现在斜坡破裂之前,四个不同湍流模型的输出合理地一致彼此很好。这表明在助推过程中,在波浪破碎之前湍流效应可以忽略不计。此外,在波浪破碎区,标准的k–e模型和高雷诺数k–?都可以忽略。该模型可以很好地预测平均速度场,但通常会使用固体斜坡表面上的壁函数来预测速度和湍动能。

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