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Outer region scaling using the freestream velocity for nonuniform open channel flow over gravel

机译:使用自由流速度在砾石上非均匀明渠流动时进行外部区域缩放

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The theoretical basis for outer region scaling using the freestream velocity for nonuniform open channel flows over gravel is derived and tested for the first time. Owing to the gradual expansion of the flow within the nonuniform case presented, it is hypothesized that the flow can be defined as an equilibrium turbulent boundary layer using the asymptotic invariance principle. The hypothesis is supported using similarity analysis to derive a solution, followed by further testing with experimental datasets. For the latter, 38 newly collected experimental velocity profiles across three nonuniform flows over gravel in a hydraulic flume are tested as are 43 velocity profiles previously published in seven peer-reviewed journal papers that focused on fluid mechanics of nonuniform open channel over gravel. The findings support the nonuniform flows as equilibrium defined by the asymptotic invariance principle, which is reflective of the consistency of the turbulent structure's form and function within the expanding flow. However, roughness impacts the flow structure when comparing across the published experimental datasets. As a secondary objective, we show how previously published mixed scales can be used to assist with freestream velocity scaling of the velocity deficit and thus empirically account for the roughness effects that extend into the outer region of the flow. One broader finding of this study is providing the theoretical context to relax the use of the elusive friction velocity when scaling nonuniform flows in gravel bed rivers; and instead to apply the freestream velocity. A second broader finding highlighted by our results is that scaling of nonuniform flow in gravel bed rivers is still not fully resolved theoretically since mixed scaling relies to some degree on empiricism. As researchers resolve the form and function of macroturbulence in the outer region, we hope to see the closing of this research gap. (C) 2017 Elsevier Ltd. All rights reserved.
机译:首次推导并测试了使用自由流速度在砾石上非均匀明渠流动进行外部区域缩放的理论基础。由于在给出的非均匀情况下流动的逐渐扩展,假设使用渐近不变原理可以将流动定义为平衡湍流边界层。使用相似性分析来推导解决方案,然后用实验数据集进行进一步测试,支持该假设。对于后者,测试了38个新的实验数据,这些实验数据跨越了液压水槽中砂砾上的三个非均匀流,以及先前在7篇同行评审的期刊论文中发表的43个速度谱进行了测试,这些论文重点研究了砾石上非均匀明渠的流体力学。这些发现支持非均匀流作为渐进不变原理定义的平衡,这反映了湍流结构的形式和功能在膨胀流中的一致性。但是,在对已发布的实验数据集进行比较时,粗糙度会影响流动结构。作为第二个目标,我们显示了以前发布的混合比例尺如何用于辅助速度赤字的自由流速度比例尺,从而凭经验解释了延伸到流动外部区域的粗糙度影响。这项研究的一个更广泛的发现是,为在砾石床河流中缩放非均匀流量时放宽对难以捉摸的摩擦速度的使用提供了理论背景。而是应用自由流速度。我们的结果强调的第二个更广泛的发现是,由于混合水垢在某种程度上依赖经验主义,因此理论上仍无法完全解决砾石床河流中非均匀水流的水垢。随着研究人员解决外部区域宏观湍流的形式和功能,我们希望看到这一研究差距的缩小。 (C)2017 Elsevier Ltd.保留所有权利。

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