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Non-hydrostatic numerical modelling of nearshore wave transformation over shore-oblique sandbars

机译:岸斜沙洲上近岸波浪转换的非静力学数值模拟

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Observations from high resolution bathymetric surveys on the coast of North Carolina indicate areas with shore parallel depth contours and other areas with shore-oblique sandbars. These shore-oblique bars are large-scale morphological features that extend up to 1000 m from shore, and previous studies have shown that they are spatially correlated with higher shoreline change rates and induce erosional hotspots. To investigate the influence the oblique sandbar morphology has on nearshore wave transformation and energy distribution, a non hydrostatic wave model is used with the bathymetry corresponding to two areas with shore-parallel depth contours and two areas with shore-oblique sandbars. The model is applied with a horizontal resolution of 5 m and a boundary condition representative of the directional spectrum of a typical southeast swell event. An idealized approach with relatively short alongshore model domains and cyclic lateral boundary conditions is adopted due to limited availability of high resolution bathymetry, however this approach elucidates the influence of shore-oblique sandbars on the nearshore hydrodynamics. The numerical results show that higher alongshore variability in depth due to the shore-oblique bars drive large alongshore changes in cross-shore wave energy flux and cause spatial variability in dissipation in the nearshore region. The simulations indicate that alongshore variations in wave energy caused by the shore oblique bars results in a 50-75% reduction in wave setup and a 25-40% decrease in alongshore velocity averaged across the surf zone for the conditions investigated. The results suggest that wave-driven hydrodynamics can influence nearshore sediment dynamics to create erosional zones compared to areas with shore-parallel bathymetric contours, since the morphology of shore-oblique sandbars are an important control on wave energy that impacts the beach.
机译:在北卡罗莱纳州海岸进行的高分辨率测深调查中,观察到的区域具有与海岸平行的深度等值线,而其他区域则具有沿岸倾斜的沙洲。这些岸斜斜条是从海岸延伸到1000 m的大规模形态特征,以前的研究表明它们在空间上与更高的海岸线变化率相关,并引起侵蚀热点。为了研究斜沙洲形态对近岸波转换和能量分布的影响,使用了一个非静水波模型,其测深法对应于两个具有平行于海岸深度轮廓的区域和两个具有斜沙洲的区域。该模型的水平分辨率为5 m,边界条件代表典型的东南膨胀事件的方向谱。由于高分辨率测深法的可用性有限,因此采用了具有相对较短的沿岸模型域和循环侧向边界条件的理想化方法,但是该方法阐明了岸斜沙洲对近岸水动力的影响。数值结果表明,由于岸斜斜条引起的沿岸深度的较大变化驱动了跨岸波浪能量通量的大幅度沿岸变化,并导致近岸区域的耗散空间变化。模拟表明,由海岸斜杠引起的沿岸波浪能量波动会导致在调查条件下,平均整个冲浪区的沿岸速度平均下降50-75%,沿岸速度下降25-40%。结果表明,与具有沿岸平行的等深线轮廓的区域相比,波浪驱动的水动力可以影响近岸沉积物动力学,从而形成侵蚀带,因为沿岸倾斜的沙洲的形态是对影响海滩的波浪能的重要控制。

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