首页> 外文会议>International Conference on Coastal Engineering 2004 vol.1 >ESTIMATES OF SURF ZONE TURBULENCE IN A LARGE- SCALE LABORATORY FLUME
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ESTIMATES OF SURF ZONE TURBULENCE IN A LARGE- SCALE LABORATORY FLUME

机译:大型实验室水槽中冲浪区湍流估计

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The details of a large-scale laboratory experiment to study the turbulence generated by waves breaking on a fixed barred beach are presented here. The data set includes comprehensive measurements of the free-surface and water particle velocity for one regular and one random wave case. Three methods were used to separate the wave-induced and turbulent components of velocity and are compared herein. Qualitatively, the cross-shore and vertical structure of the time-averaged turbulent intensity are independent of the method used. Inspection of the cross-shore variation of the turbulent intensity shows that the turbulence generated by wave breaking is largest at the bar crest and does not fully dissipate prior to reaching the bed, whereas landward of the bar, turbulence is generally confined to the upper layer. An analysis of the time variation of the turbulence and mass flux (to trough level) over the bar suggests that a strong correlation exists between intense wave breaking and the direction and magnitude of the mean flow averaged over several wave periods.
机译:在此提出了一种研究通过在固定的禁止海滩上破碎的波浪产生的湍流的大规模实验室实验。数据集包括一个常规和一个随机波盒的自由表面和水粒子速度的综合测量。使用三种方法来分离速度的波引起的波动和湍流组分并进行比较。定性地,时间平均湍流强度的交叉侧和垂直结构与所使用的方法无关。检查湍流强度的交叉岸边变化表明,通过波断裂产生的湍流是条形嵴的最大状态,并且在到达床之前不会完全消散,而杆的落地通常将湍流限制在上层。对滚筒上的湍流和质量磁通(到槽水平)的时间变化的分析表明,在若干波段的平均平均流动的平均流动的方向和方向和幅度之间存在强的相关性。

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