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首页> 外文期刊>Journal of Hydraulic Engineering >3D Flow and Sediment Dynamics in a Laboratory Channel Bend with and without Stream Barbs
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3D Flow and Sediment Dynamics in a Laboratory Channel Bend with and without Stream Barbs

机译:带和不带倒刺的实验室通道弯曲中的3D流量和泥沙动力学

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摘要

A series of laboratory flume experiments were performed to study the effect of stream barbs on flow field dynamics and sediment erosion in a 135° mobile-bed channel bend. Stream barbs (also known as spur dikes or submerged groynes) are low-profile linear rock features that redirect high velocity flow away from the outer bank of channel bends. Unlike emergent groynes, the submerged nature of these structures creates a unique combination of horizontal shear (plunging type flow) and vertical shear (at the groyne tip). Spatially dense, high frequency velocity data were collected and analyzed to describe the pattern and magnitude of three-dimensional (3D) velocity throughout the bend and in the vicinity of the stream barbs. This paper demonstrates that the outer bank region (particularly between barbs) may still be at risk of erosion (or even increased erosion greater than the same case without barbs) if stream barbs generate excessive secondary velocities (because of their size and layout) that are opposing the primary secondary flow naturally occurring in channel bends. Characterizing the role of flow field dynamics on the pattern of deposition and erosion through experimental measurements provided valuable data about how such flow features contribute to local scour, and about the performance of these structures.
机译:进行了一系列的实验室水槽实验,以研究流刺在135°移动床通道弯道中对流场动力学和沉积物侵蚀的影响。溪流倒钩(也称为丁坝或浸没式防波堤)是低调的线性岩石特征,可将高速流重定向到远离河道弯头的外侧。与新兴的丁坝不同,这些结构的淹没性质产生了水平剪切(切入式流动)和垂直剪切(在丁坝尖端)的独特组合。收集并分析了空间密集的高频速度数据,以描述整个弯头和溪流倒钩附近的三维(3D)速度的模式和大小。本文证明,如果溪流倒刺产生过高的二次流速(由于其尺寸和布局),则可能仍存在外岸区域(尤其是倒刺之间)的侵蚀风险(甚至比没有倒刺的情况下更大的侵蚀风险)。与通道弯道中自然发生的一次次流动相反。通过实验测量来表征流场动力学对沉积和侵蚀模式的作用,提供了有关此类流场特征如何促进局部冲刷以及这些结构的性能的有价值的数据。

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