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Secondary flow in stratified open channel flow on a bend

机译:弯道上的分层明渠流中的二次流

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This work examines the effect of stratification on open channel flow around bends. We use direct numerical simulation of fully turbulent, two-layer stratified flow, in an idealised open channel with rectangular cross-section and a 120 degree bend, with a radius to channel breadth ratio of 1.5. The bulk Richardson number for the flow is 2.4. We additionally perform a non-stratified DNS simulation of the same flow. Our stratified flow results compare well with published field studies in estuaries. The near bed measurements provided by our DNS simulations demonstrate a quite novel observation, that even in stratified conditions, the shear stress in the channel base is inwards directed, the same as for the non-stratified flows. Previous field studies of estuaries have not obtained such near bed measurements. This has important implications for near bed transport of sediment and cross stream circulation. We show that stratification can introduce strong variation in vertical shear magnitude and orientation across the mixing layer. At the bottom and at the top of the mixing layer, the vertical shear is directed towards the outer side wall. In the center of the mixing layer it is oriented towards the inner wall.
机译:这项工作研究了分层对弯道周围明渠水流的影响。我们在具有矩形横截面和120度弯曲的理想明渠中使用完全湍流的两层分层流的直接数值模拟,半径与通道的宽度比为1.5。该流的批量Richardson数为2.4。我们还对同一流执行非分层DNS模拟。我们的分层流量结果与河口已发表的实地研究比较好。我们的DNS模拟提供的近床测量结果显示了一个相当新颖的观察结果,即使在分层条件下,通道底部的剪应力也向内定向,与非分层流相同。先前对河口的野外研究尚未获得这种近床测量。这对于沉积物的近床运输和横流循环具有重要意义。我们表明,分层可以在整个混合层中引起垂直剪切强度和方向的强烈变化。在混合层的底部和顶部,垂直剪切力指向外侧壁。在混合层的中心,它朝向内壁。

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