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首页> 外文期刊>Journal of Hydraulic Engineering >Effects of Groyne Layout on the Flow in Groyne Fields: Laboratory Experiments
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Effects of Groyne Layout on the Flow in Groyne Fields: Laboratory Experiments

机译:Groyne布局对Groyne场中流动的影响:实验室实验

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This research is aimed at finding efficient alternative designs, in the physical, economical, and ecological sense, for the standard groynes as they are found in the large rivers of Europe. In order to test the effects of various groyne shapes on the flow in a groyne field, experiments were performed in a physical model of a schematized river reach, geometrically scaled 1:40. Four different types of schematized groynes were tested, all arranged in an array of five identical groyne fields, i.e., standard reference groynes, groynes with a head having a gentle slope and extending into the main channel, permeable groynes consisting of pile rows, and hybrid groynes consisting of a lowered impermeable groyne with a pile row on top. Flow velocities were measured using particle tracking velocimetry. The design of the experiment was such that the cross-sectional area blocked by the groyne was the same in all cases. Depending on the groyne head shape and the extent of submergence variations in the intensity of vortex shedding and recirculation in the groyne field were observed. The experimental data are used to understand the physical processes like vortex formation and detachment near the groyne head. It is demonstrated that the turbulence properties near and downstream of the groyne can be manipulated by changing the permeability and slope of the groyne head. It is also observed that for submerged conditions the flow becomes complex and locally dominated by three-dimensional effects, which will make it difficult to predict by applying depth average numerical models or by three-dimensional models with a coarse resolution in the vertical direction.
机译:这项研究旨在为在欧洲大河中发现的标准防波堤,从物理,经济和生态意义上寻找有效的替代设计。为了测试各种形状的丁坝对丁坝场中水流的影响,我们在示意性河段的物理模型(几何比例为1:40)中进行了实验。测试了四种不同类型的示意性防波堤,它们全部排列在五个相同的防波堤场中,即标准参考防波堤,带有平缓且延伸到主通道的头部的防波堤,由桩排组成的可渗透式防波堤和混合式防波堤,由降低的不透水防波堤和顶部成排的行组成。使用粒子跟踪测速仪测量流速。实验的设计是,在所有情况下,受防波堤阻挡的截面积均相同。取决于堤顶形状和淹没程度,观察到了在堤场中涡旋脱落和再循环的强度变化。实验数据用于了解物理过程,例如旋涡的形成和防波堤附近的分离。结果表明,可以通过改变防波堤头部的渗透率和倾斜度来控制防波堤附近和下游的湍流特性。还可以观察到,对于淹没条件,流量变得复杂,局部受三维效应的控制,这将使得很难通过应用深度平均数值模型或三维模型在垂直方向上具有较高分辨率来进行预测。

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