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Breaker turbulence and sediment suspension in the surf zone

机译:冲浪区的破碎机湍流和泥沙悬浮

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Field measurements of fluid velocities and suspended sediment concentrations were used to investigate the relative role of coherent vortices (related to wave breaking) in suspended sediment dynamics. The measurements were obtained from a barred (intermediate-type) beach and the instrument rig was exposed to a range of wave types during the experiment; including shoaling waves and both spilling and plunging breakers. The time scale of the observed breaker vortices was < < 5 Hz and thus in the frequency range of wave orbital motion. Coherent breaker vortices were separated from wave orbital motions and incoherent higher-frequency turbulence using a threshold magnitude for the vertical velocity component. Plunging breakers displayed the largest root-mean-square (RMS) and maximum vertical velocities; the latter reaching approximately 1 m s~(-1). These measurements were made at an elevation of 0.15 m above the bed. Given the observed scale of the breaker vortices and the phase match between suspended sediment concentrations and fluid velocities, the turbulence injected into the water column by the plunging breakers played a significant role in suspending bed sediment. On the other hand the role of coherent vortex structures in suspending sediment under spilling breakers and shoaling waves is more limited. RMS vertical velocities under the spilling breakers and shoaling waves in this experiment were respectively a factor 2 and 4 smaller than for plunging breakers. Different phase relationships were observed between the horizontal fluid velocity and vortex-induced sediment suspension for each of the wave types, which may contribute to an explanation of net offshore and onshore sediment transport observed during episodes of beach erosion and recovery, respectively.
机译:使用流体速度和悬浮泥沙浓度的现场测量来研究相干涡旋(与波浪破碎有关)在悬浮泥沙动力学中的相对作用。测量是从禁止的(中型)海滩上进行的,并且在实验过程中,仪器台架暴露于一定范围的波浪中。包括浅滩海浪以及溅落和暴跌的断路器。观测到的破碎器涡旋的时间尺度为5 Hz,因此在波轨道运动的频率范围内。使用垂直速度分量的阈值幅度,将连贯的破碎器涡旋与波轨道运动和非连贯的高频湍流分离。柱塞式破碎机显示出最大均方根(RMS)和最大垂直速度。后者达到约1 m s〜(-1)。这些测量是在床上方0.15 m的高度上进行的。考虑到观测到的破碎器涡旋尺度和悬浮沉积物浓度与流体速度之间的相位匹配,由插入的破碎器注入水柱的湍流在悬浮床沉积物中起着重要作用。另一方面,相干的涡旋结构在溢出的破碎器和浅滩波下使沉积物悬浮的作用更加有限。在本实验中,溢流式破碎机和浅滩波下的RMS垂直速度分别比突降式破碎机小2倍和4倍。对于每种波浪类型,在水平流体速度和涡流诱发的沉积物悬浮之间观察到了不同的相位关系,这可能有助于解释在海滩侵蚀和恢复期间分别观测到的净近海和陆上沉积物的运移。

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