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THREE-DIMENSIONAL TURBULENCE NUMERICAL SIMULATION OF A STEPPED SPILLWAY OVERFLOW

机译:阶梯溢洪道的三维湍流数值模拟

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摘要

In this paper, the k-ε two-equation turbulence model was used to simulate the three-dimensional turbulent flow of the stepped spillway at the Yubeishan reservoir. In order to solve the curved free water surface and to handle the complex boundary conditions, the fractional Volume Of Fluid (VOF) model that is applicable to the solution of the stratified two-phase flow was intorduced to the k-ε turbulence model and the unstructured grid was used for the discretization of the irregular simulation domain. By these methods, the turbulent flow field of the stepped spillway was simulated successfully. The location of the free surface along the spillway, the magnitude and distribution of the velocity, the pressure distribution on the step surface, the turbulence kinetic energy and turbulence dissipation rate were obtained by simulation. The changes and distributions of these characteristics along the width of the spillway were also obtained. The energy dissipation ratio of the stepped spillway was calculated according to the upstream and downstream water depth and velocities.
机译:本文采用k-ε两方程湍流模型模拟了榆北山水库阶梯溢洪道的三维湍流。为了求解弯曲的自由水表面并处理复杂的边界条件,将适用于分层两相流解的分数流体体积(VOF)模型引入了k-ε湍流模型和非结构化网格用于不规则模拟域的离散化。通过这些方法,成功地模拟了阶梯溢洪道的湍流场。通过仿真获得了沿溢洪道的自由表面的位置,速度的大小和分布,台阶表面上的压力分布,湍流动能和湍流耗散率。还获得了这些特征沿溢洪道宽度的变化和分布。根据上游和下游水深和流速计算阶梯式溢洪道的能量耗散率。

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