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Development and validation of a Lagrangian method for 3D turbulent flows with curvilinear free-surface

机译:用曲线自由表面对3D湍流流动拉格朗日方法的开发与验证

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摘要

A numerical model was developed based on a moving grid method for simulating three-dimensional turbulent flows affected by curvilinear free surface. Reynolds-Averaged Navier-Stokes equations with the k-epsilon turbulence model were solved in non-orthogonal curvilinear coordinates. In the free surface, the kinematic boundary condition was implicitly imposed in the pressure Poisson equation derived from the momentum and continuity equations. The water surface elevation was calculated at each time step without solving additional equations. The developed numerical model was validated using the experimental data of the strongly curved channels and submerged hydraulic jump. The numerical simulation of the flow field and free surface elevation in all cases were compared with the experimental results. The agreement between the simulated and measured results was satisfactory for three-dimensional turbulent flows in the strongly curved channels and submerged hydraulic jump. The secondary flow and dip phenomena were correctly simulated in strongly curved channels. This numerical model could accurately predict steep water surface gradients in a submerged hydraulic jump. The reasonable results of the numerical simulation demonstrate the capability of the presented Lagrangian method in hydraulic engineering applications. This model provides a suitable method for simulating the free surface in engineering and environmental problems.
机译:基于移动电网方法开发了数值模型,用于模拟受曲线自由表面影响的三维湍流流动。在非正交曲线坐标中求解具有K-epsilon湍流模型的雷诺平均南部的Navier-Stokes方程。在自由表面中,在源自动量和连续性方程中的压力泊松方程中隐含地施加运动边界条件。在每次步骤时计算水表面升高,而不求解附加方程。使用强烈弯曲通道的实验数据和浸没式液压跳跃进行验证开发的数值模型。将所有病例中的流场和自由表面升高的数值模拟与实验结果进行了比较。模拟和测量结果之间的协议对于强烈的弯曲通道中的三维湍流流动并堆叠液压跳跃是令人满意的。在强弯曲的通道中正确地模拟了二次流动和浸渍现象。该数值模型可以准确地预测浸没式液压跳跃中的陡峭水面梯度。数值模拟的合理结果证明了Lagrangian方法在液压工程应用中的能力。该模型提供了一种适当的方法,用于模拟工程和环境问题的自由表面。

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