Wave-driven current and vortex patterns at an open beach: Insights from phase-resolving numerical computations and Lagrangian measurements

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
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引用次数: 0

Abstract

Wave-driven currents have a substantial impact on local circulation patterns in and across the surf zone, and are responsible for cross-shore and longshore exchange of mass and momentum over a broad range of spatial and temporal scales. Nearshore currents may drive sediment transport, lead to beach erosion, and also affect the spread of bacteria and other marine microorganisms, as well as the distribution of pollutants such as chemicals and microplastics. In addition, surf zone currents can cause hazardous conditions for beach-goers in the form of rip currents.

It is known from previous work (Chen et al., 2003; Feddersen et al., 2011; Hally-Rosendahl and Feddersen, 2016) that Boussinesq-type models in combination with appropriate boundary conditions and wave breaking capabilities can function as powerful tools for the analysis of circulation patterns in the surf zone. In the present work, data from a recent field campaign reported on in Bjørnestad et al. (2021) are used to further validate the capability of Boussinesq systems to simulate nearshore dynamics.

The numerical model is then used to study the influence of tidal elevation, peak direction and directional spread of the incoming wavefield on the quantity, extent, and circulatory magnitude of the nearshore circulation. In addition, fundamental features such as horizontal eddies are investigated, and comparisons are made to solid-body rotation and irrotational vortices.

Overall, it is observed that local variations in the bathymetry across the surf zone are the controlling factor regarding the size of these circulations, and an increasing tidal level, which can be seen as a uniform offset to the bathymetry, favors the generation of larger vortex patterns. For a given tidal stage, the directional spread of the incoming wavefield has the most pronounced influence on the size and strength of the nearshore eddies while the peak direction has the strongest effect on the total number of circulations.

开放海滩的波流和涡旋模式:相位解析数值计算和拉格朗日测量结果的启示
波浪驱动的海流对冲浪区内和冲浪区之间的局部环流模式有重大影响,并在广泛的时空尺度范围内负责质量和动量的跨岸和沿岸交换。近岸流可能会推动沉积物迁移,导致海滩侵蚀,也会影响细菌和其他海洋微生物的传播,以及化学品和微塑料等污染物的分布。此外,冲浪区海流还可能以撕裂流的形式对海滩游客造成危害。根据以往的研究(Chen 等人,2003 年;Feddersen 等人,2011 年;Hally-Rosendahl 和 Feddersen,2016 年)可知,布西内斯克(Boussinesq)型模型与适当的边界条件和破浪能力相结合,可作为分析冲浪区环流模式的有力工具。在本研究中,Bjørnestad 等人(2021 年)报告的近期实地考察数据被用来进一步验证布西内斯克系统模拟近岸动力学的能力,然后利用数值模型研究潮汐高程、入浪波场的峰值方向和方向扩散对近岸环流的数量、范围和环流幅度的影响。此外,还研究了水平涡流等基本特征,并与实体旋转和非旋转涡流进行了比较。总体而言,研究发现,冲浪区水深的局部变化是这些环流规模的控制因素,而潮位的增加(可视为水深的均匀偏移)有利于产生更大的涡流模式。在给定的潮汐阶段,入射波场的方向传播对近岸涡旋的大小和强度的影响最为明显,而波峰方向对涡旋总数的影响最大。
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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