首页> 外文会议>International Conference on Fluvial Hydraulics vol.1; 20040623-25; Napoli(IT) >Numerical evaluation of secondary flow effects on lateral momentum transfer in overbank flows
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Numerical evaluation of secondary flow effects on lateral momentum transfer in overbank flows

机译:二次流动对过高流动中横向动量传递影响的数值评估

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In compound open channel flows, the momentum transfer from the main channel to the flood plain is a strong characteristic and the contribution of the secondary flow is known to be very large. In this study, numerical simulation is conducted to understand the secondary flow effect on the lateral momentum transfer with a standard k-ε model linked artificially with a given secondary flow. This simulation reproduces the typical linear distribution of the momentum transfer term. The simulated secondary flow can decrease the bed shear stress in the main channel. In cases of large relative depth, the secondary flow explains the bed shear stress increase on the flood plain reasonably well, but an unrealistically large secondary flow is required to reproduce the experimental apparent shear stress in cases of small relative depth. Hence another mechanism, like large-scale planform vortices, is needed to explain the characteristic increase of bed shear stress on the flood plain.
机译:在复合明渠水流中,从主要水道到洪泛区的动量传递是一个很强的特征,并且已知次要水流的贡献非常大。在这项研究中,进行了数值模拟,以通过与给定二次流人工链接的标准k-ε模型来了解二次流对横向动量传递的影响。此模拟重现了动量传递项的典型线性分布。模拟的二次流可以减小主通道中的床层切应力。在相对深度较大的情况下,二次流可以很好地解释洪水泛滥区的地层剪切应力增加,但是在相对深度较小的情况下,要再现实验的表观剪切应力,就需要不切实际的较大二次流。因此,还需要另一种机制,例如大规模的平面涡旋来解释洪水泛滥区的床层切应力的特征性增加。

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