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首页> 外文期刊>Journal of Fluid Mechanics >An experimental study of two-dimensional surface water waves propagating on depth-varying currents. Part 1. Regular waves
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An experimental study of two-dimensional surface water waves propagating on depth-varying currents. Part 1. Regular waves

机译:二维地表水波在深度变化电流中传播的实验研究。第1部分。常规波

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This paper describes an experimental study of two-dimensional surface water waves propagating on a depth-varying current with a non-uniform vorticity distribution. The investigation is divided into two parts. The first concerns the 'equilibrium' conditions in which the oscillatory wave motion and the current co-exist. Measurements of the water-surface elevation, the water-particle kinematics, and the near-bed pressure fluctuations are compared to a number of wave and wave-current solutions including a nonlinear model capable of incorporating the vertical structure of the current profile. These comparisons confirm that the near-surface vorticity leads to an important modification of the dispersion equation, and thus affects the nature of the wave-induced orbital motion over the entire water depth. However, the inclusion of vorticity dependent terms within the dispersion equation is not sufficient to define the combined wave-current flow. The present results suggest that vorticity may lead to a significant change in the water-surface profile. If a current is positively sheared, dU/dz > 0, with negative vorticity at the water surface, as would be the case in a wind-driven current, a wave propagating in the same direction as the current will experience increased crest-trough asymmetry due to the vorticity distribution. With higher and sharper wave crests there is a corresponding increase in both the maximum water-particle accelerations and the maximum horizontal water-particle velocities. These results are consistent with previous theoretical calculations involving uniform vorticity distributions (Simmen & Saffman 1985 and Teles da Silva & Peregrine 1988). The second part of the study addresses the 'gradually varying' problem in which there are changes in the current, the wavelength and the wave height due to the initial interaction between the wave and the current. These data show that there is a large and non-uniform change in the current profile that is dependent upon both the steepness of the waves and the vorticity distribution. Furthermore, comparisons between the measured wave height change and a number of solutions based on the conservation of wave action, confirm that the vorticity distribution plays a dominant role. In the absence of a conservation equation for wave action appropriate for nonlinear waves on a depth-varying current, an alternative approach based on the conservation of total energy flux, first proposed by Longuet-Higgins & Stewart (1960), is shown to be in good agreement with the measured data. [References: 46]
机译:本文描述了二维水面波在不均匀涡度分布的深度变化电流中传播的实验研究。调查分为两个部分。第一个问题涉及振荡波运动与电流共存的“平衡”条件。将水面高程,水粒子运动学和近床层压力波动的测量结果与许多波动和波动电流解决方案进行了比较,这些波动和波动电流解决方案包括能够纳入电流剖面垂直结构的非线性模型。这些比较证实了近地表涡度导致了色散方程的重要修正,从而影响了整个水深范围内波浪引起的轨道运动的性质。但是,在色散方程中包含依赖于涡度的项不足以定义组合的波电流。目前的结果表明,涡度可能导致水表面轮廓发生重大变化。如果对电流进行正向剪切,dU / dz> 0,并且在水表面处具有负涡度(如在风驱动电流中那样),则在与电流相同的方向上传播的波将经历波峰-波谷不对称性的增加。由于涡度分布。在波峰更高和更陡的情况下,最大水粒子加速度和最大水平水粒子速度都相应增加。这些结果与先前关于均匀涡度分布的理论计算是一致的(Simmen&Saffman 1985和Teles da Silva&Peregrine 1988)。研究的第二部分解决了“逐渐变化”的问题,其中由于波和电流之间的初始交互作用,电流,波长和波高发生了变化。这些数据表明,电流剖面中存在很大且不均匀的变化,该变化既取决于波的陡度又取决于涡度分布。此外,在测得的波高变化与基于波作用守恒的多种解决方案之间的比较,证实了涡度分布起着主导作用。在缺乏适用于深度变化电流上的非线性波的波动作用的守恒方程的情况下,Longuet-Higgins&Stewart(1960)首次提出了一种基于总能量通量守恒的替代方法。与实测数据吻合良好。 [参考:46]

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