Impacts of wave and tidal forcing on 3D nearshore processes on natural beaches. Part I: Flow and turbulence fields

IF 0.7 Q4 ENGINEERING, OCEAN
R. Bakhtyar, A. Dastgheib, D. Roelvink, D. Barry
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引用次数: 5

Abstract

The major objective of this study was to develop further understanding of 3D nearshore hydrodynamics under a variety of wave and tidal forcing conditions. The main tool used was a comprehensive 3D numerical model – combining the flow module of Delft3D with the WAVE solver of XBeach – of nearshore hydro- and morphodynamics that can simulate flow, sediment transport, and morphological evolution. Surf-swash zone hydrodynamics were modeled using the 3D Navier-Stokes equations, combined with various turbulence models (k-e, k-L, ATM and H-LES). Sediment transport and resulting foreshore profile changes were approximated using different sediment transport relations that consider both bed- and suspended-load transport of non-cohesive sediments. The numerical set-up was tested against field data, with good agreement found. Different numerical experiments under a range of bed characteristics and incident wave and tidal conditions were run to test the model’s capability to reproduce 3D flow, wave propagation, sediment transport and morphodynamics in the nearshore at the field scale. The results were interpreted according to existing understanding of surf and swash zone processes. Our numerical experiments confirm that the angle between the crest line of the approaching wave and the shoreline defines the direction and strength of the longshore current, while the longshore current velocity varies across the nearshore zone. The model simulates the undertow, hydraulic cell and rip-current patterns generated by radiation stresses and longshore variability in wave heights. Numerical results show that a non-uniform seabed is crucial for generation of rip currents in the nearshore (when bed slope is uniform, rips are not generated). Increasing the wave height increases the peaks of eddy viscosity and TKE (turbulent kinetic energy), while increasing the tidal amplitude reduces these peaks. Wave and tide interaction has most striking effects on the foreshore profile with the formation of the intertidal bar. High values of eddy viscosity, TKE and wave set-up are spread offshore for coarser grain sizes. Beach profile steepness modifies the nearshore circulation pattern, significantly enhancing the vertical component of the flow. The local recirculation within the longshore current in the inshore region causes a transient offshore shift and strengthening of the longshore current. Overall, the analysis shows that, with reasonable hypotheses, it is possible to simulate the nearshore hydrodynamics subjected to oceanic forcing, consistent with existing understanding of this area. Part II of this work presents 3D nearshore morphodynamics induced by the tides and waves.
波浪和潮汐强迫对天然海滩三维近岸过程的影响。第一部分:流动和湍流场
本研究的主要目的是进一步了解各种波浪和潮汐强迫条件下的三维近岸流体动力学。使用的主要工具是一个综合的3D数值模型——结合Delft3D的流动模块和XBeach的WAVE求解器——近岸水文和形态动力学,可以模拟流动、沉积物运输和形态演化。采用三维Navier-Stokes方程,结合各种湍流模型(k-e、k-L、ATM和H-LES)对冲浪区流体动力学进行建模。采用不同的输沙关系(考虑了非粘性沉积物的河床输沙和悬移输沙)近似模拟了泥沙输沙和由此引起的前滩剖面变化。数值装置与现场数据进行了比较,结果吻合较好。在一系列河床特征、入射波和潮汐条件下进行了不同的数值实验,以测试该模型在野外尺度上模拟近岸三维水流、波浪传播、沉积物输运和形态动力学的能力。结果是根据现有的冲浪和冲蚀带过程的理解来解释的。我们的数值实验证实,靠近的波浪波峰线与海岸线之间的夹角决定了长岸流的方向和强度,而长岸流的速度在近岸区域内是不同的。该模型模拟了辐射应力和海岸波高变化所产生的暗流、水力单元和激流模式。数值结果表明,非均匀海床对近岸离岸流的产生至关重要(当床坡均匀时,不会产生离岸流)。波高的增加增加了涡流粘度和湍流动能的峰值,而潮汐幅值的增加则降低了这两个峰值。随着潮间带坝的形成,波浪和潮汐的相互作用对前滩剖面的影响最为显著。高涡流粘度值、TKE值和波浪设置值在较粗粒度的海面上扩散。海滩剖面的陡度改变了近岸环流模式,显著增强了水流的垂直分量。近岸区近海流内部的局部再循环引起了短暂的近海移动和近海流的加强。总的来说,分析表明,在合理的假设下,可以模拟受海洋强迫影响的近岸水动力学,这与对该地区的现有认识相一致。第二部分介绍了潮汐和波浪诱导的三维近岸形态动力学。
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来源期刊
自引率
22.20%
发文量
0
期刊介绍: The OCEAN SYSTEMS ENGINEERING focuses on the new research and development efforts to advance the understanding of sciences and technologies in ocean systems engineering. The main subject of the journal is the multi-disciplinary engineering of ocean systems. Areas covered by the journal include; * Undersea technologies: AUVs, submersible robot, manned/unmanned submersibles, remotely operated underwater vehicle, sensors, instrumentation, measurement, and ocean observing systems; * Ocean systems technologies: ocean structures and structural systems, design and production, ocean process and plant, fatigue, fracture, reliability and risk analysis, dynamics of ocean structure system, probabilistic dynamics analysis, fluid-structure interaction, ship motion and mooring system, and port engineering; * Ocean hydrodynamics and ocean renewable energy, wave mechanics, buoyancy and stability, sloshing, slamming, and seakeeping; * Multi-physics based engineering analysis, design and testing: underwater explosions and their effects on ocean vehicle systems, equipments, and surface ships, survivability and vulnerability, shock, impact and vibration; * Modeling and simulations; * Underwater acoustics technologies.
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