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首页> 外文期刊>Journal of hydraulic research >Hydrodynamics of groyne fields in a straight river reach: insight from field experiments
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Hydrodynamics of groyne fields in a straight river reach: insight from field experiments

机译:笔直河段堤坝场的水动力:田间试验的见解

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摘要

This study explores the three-dimensional structure of turbulent flow around a sequence of groynes in a river reach under semi-controlled conditions. Detailed measurements were carried out in groyne fields with aspect ratios (length of groynes/distance between successive groynes) of 0.75 and 0.35 for emerged and submerged conditions and provided detailed spatial patterns of mean and turbulent fluxes of momentum. The results indicate that in mixing interfaces the vertical fluxes of turbulent momentum are dominant near the riverbed whereas horizontal fluxes dominate near the surface. Strong three-dimensional effects are reported for submerged groynes when a wake is formed at the leeward side. Groyne sequences increase flow resistance mainly by flow constriction that in turn generates an increase in velocity and bed shear stress in the main channel, rather than by production of excessive turbulence near the groynes.
机译:这项研究探索了在半控制条件下,河段中一系列防波堤周围的湍流三维结构。在出没和淹没条件下,在长宽比为0.75和0.35的长宽比场中,进行了详细的测量,并提供了平均和动量通量的详细空间分布图。结果表明,在混合界面中,湍流动量的垂直通量在河床附近占主导地位,而水平通量在地表附近占主导地位。当在背风侧形成尾流时,淹没式防波堤有很强的三维效果。堤坝序列增加流动阻力主要是由于流动收缩,进而在主通道中引起速度和床层剪切应力的增加,而不是由于在堤坝附近产生过大的湍流。

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