首页> 外文会议>XXIX Biennial Congress of the International Association of Hydraulic Engineering and Research (IAHR), 29th, Sep 16-21, 2001, Beijing, China >DIRECT NUMERICAL SIMULATION OF THE FULLY DEVELOPED OPEN-CHANNEL TURBULENT FLOW USING SMALL-AMPLITUDE WAVE THEORY
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DIRECT NUMERICAL SIMULATION OF THE FULLY DEVELOPED OPEN-CHANNEL TURBULENT FLOW USING SMALL-AMPLITUDE WAVE THEORY

机译:基于小振幅波理论的全展开开孔湍流直接数值模拟

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A direct numerical simulation of a fully developed turbulent flow in a two-dimensional open channel has been conducted. The effects of the instantaneously deforming free surface and the fluctuation of the vertical velocity component at the free surface are taken into account by applying the small-amplitude wave theory. The results obtained at two subcritical Froude numbers are compared with those conducted for the closed-channel flow and those for the open-channel flow with free-slip approximation for the free surface. Generally, the effects of the motion of the free surface on such quantities as the mean velocity and Reynolds stress distributions and their transports are found to be small except for quantities involving the vertical fluctuation near the surface. The effects on the eddy viscosity coefficient were the most significant and over a large region.
机译:已经对二维明渠中充分发展的湍流进行了直接数值模拟。通过应用小振幅波理论,可以考虑自由表面的瞬时变形和自由表面上垂直速度分量波动的影响。将在两个亚临界弗洛德数下获得的结果与针对自由通道近似进行闭路流动和针对自由流动近似进行的明渠流动的结果进行比较。通常,发现自由表面运动对诸如平均速度和雷诺应力分布及其传输量之类的影响很小,除了涉及表面附近垂直波动的数量之外。对涡流粘度系数的影响最大,且影响范围较大。

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