Laboratory modelling of vertical sediment mixing in the surf zone

IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL
Takayuki Suzuki, Kiichi Tajima, R. Jayaratne
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引用次数: 0

Abstract

ABSTRACT A comprehensive set of laboratory experiments were conducted to investigate the spatial distributions of mixing depth in the surf zone. A wooden sandbox of 0.15-m-deep and 1.0-m-long is fabricated and placed in the middle of the bed slope. In the experiments, five different sediment diameters were used and the same diameters of fluorescent sand tracers were sprinkled on the sand bed surface to investigate the mixing depth. After a specific duration of regular wave generation , core samples were taken at six different cross-shore locationsand analyzed the mixing depth. Moreover, the flow velocity field in the surf zone was obtained by using a Large Eddy Simulation model and discussed the relationship with spatial distributions of mixing depth. The results reveal that the mixing depth has cross-shore spatial variation and the maximum mixing depth occurred at the impinging point for all tested sediment diameters. The spatial distributions for each diameter were repeatable; however, the depth decreases in a logarithmic manner from smaller to larger grain size. Furthermore, the spatial distribution of mixing depth is correlated with the bottom root mean square vertical velocity and proposed a new simple mathematical relationship for mixing depth that shows good accuracy with experimental data.
冲浪带垂直泥沙混合的实验室模拟
摘要进行了一系列全面的实验室实验,研究了冲浪区混合深度的空间分布。制作一个深度为0.15米、长度为1.0米的木制沙箱,并将其放置在河床斜坡的中间。在实验中,使用了五种不同直径的沉积物,并在沙床表面喷洒了相同直径的荧光沙示踪剂,以研究混合深度。在规则波浪产生特定持续时间后,在六个不同的跨海岸位置采集岩心样本,并分析混合深度。此外,利用大涡模拟模型获得了冲浪区的流速场,并讨论了混合深度与空间分布的关系。结果表明,对于所有测试的沉积物直径,混合深度具有跨岸空间变化,最大混合深度出现在撞击点。每个直径的空间分布是可重复的;然而,深度以对数方式从较小的晶粒尺寸减小到较大的晶粒尺寸。此外,混合深度的空间分布与底部均方根垂直速度相关,并提出了一种新的简单的混合深度数学关系,与实验数据显示出良好的准确性。
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来源期刊
Coastal Engineering Journal
Coastal Engineering Journal 工程技术-工程:大洋
CiteScore
4.60
自引率
8.30%
发文量
0
审稿时长
7.5 months
期刊介绍: Coastal Engineering Journal is a peer-reviewed medium for the publication of research achievements and engineering practices in the fields of coastal, harbor and offshore engineering. The CEJ editors welcome original papers and comprehensive reviews on waves and currents, sediment motion and morphodynamics, as well as on structures and facilities. Reports on conceptual developments and predictive methods of environmental processes are also published. Topics also include hard and soft technologies related to coastal zone development, shore protection, and prevention or mitigation of coastal disasters. The journal is intended to cover not only fundamental studies on analytical models, numerical computation and laboratory experiments, but also results of field measurements and case studies of real projects.
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