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Cross-shore suspended sediment transport in the surf zone: a field-based parameterization

机译:冲浪区中跨岸悬浮沉积物的运输:基于现场的参数化

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Existing cross-shore sediment transport models for two-dimensional surf zone bathymetries almost invariably predict offshore-directed sand transports and bar migrations during storm conditions, However, onshore-directed suspended sediment fluxes and associated nearshore bar migration were observed during recent field experiments on a gently sloping beach on the Danish North Sea coast. Field measurements of suspended sediment flux obtained during three experiments on two different beaches are used to parameterize the observed fluxes. This parameterization predicts suspended sediment transport due to incident waves and undertow across bars in two-dimensional surf zones, First, a non-dimensional sediment flux index is formulated which describes the tendency towards net onshore or offshore transport and the strength of that tendency. The non-dimensional formulation circumvents the problem of measurement inconsistencies due to varying elevations of sediment concentration sensors relative to the bed. The index is found to depend upon the undertow velocity, the incident wave skewness and the cross-correlation between orbital velocity and sediment concentration. However, some of these parameters are difficult to predict, particularly in barred surf zones and therefore, the independent variables are recast in terms of a set of more easily obtainable parameters. The sediment flux index depends on a combination of the following: non-dimensional bed shear stress (the Shields parameter), relative water depth, wave orbital velocity, relative wave height and bed slope. Finally, a formulation of suspended sediment transport across bars is obtained by linking the flux index with a parameterization of the sediment concentration/distribution in the water column. These concentrations are found to depend on non-dimensional bed shear stress, relative wave height and water depth. The formulation predicts a tendency for onshore-directed sediment transport due to incident waves on gently sloping beaches and/or with large bed shear stresses. On steeply sloping beaches and/or in the inner part of the surf zone there is a tendency towards offshore sediment transports due to the undertow.
机译:现有的用于二维冲浪区测深仪的跨岸泥沙运移模型几乎总是预测暴风雨期间海上定向砂的运移和条形迁移,但是,在最近的野外实验中,观察到了陆上定向的悬浮泥沙通量和相关的近岸条形迁移。丹麦北海沿岸缓缓倾斜的海滩。在两个不同的海滩上的三个实验中获得的悬浮泥沙通量的现场测量用于参数化观测到的通量。该参数化预测了由于二维波冲浪区中的横波和横穿波浪引起的悬浮波引起的悬浮泥沙运移。首先,制定了无量纲的泥沙通量指数,该指数描述了净陆上或近海输送的趋势以及该趋势的强度。由于沉积物浓度传感器相对于床的高度不同,无量纲公式避免了测量不一致的问题。发现该指数取决于底速,入射波偏度以及轨道速度与沉积物浓度之间的互相关。但是,其中一些参数很难预测,尤其是在禁止冲浪区中,因此,根据一组更容易获得的参数来重铸自变量。沉积物通量指数取决于以下各项的组合:无量纲的床切应力(Shields参数),相对水深,波浪轨道速度,相对波浪高度和床坡度。最后,通过将通量指数与水柱中沉积物浓度/分布的参数化联系起来,获得了跨条的悬浮沉积物输送的公式。发现这些浓度取决于无量纲的床切应力,相对波高和水深。该公式预测了由于在缓坡上和/或具有较大的床层切应力的情况下入射波而导致沿岸定向的沉积物迁移的趋势。在陡坡的海滩上和/或冲浪区的内部,由于拖曳的存在,有向近海沉积物输送的趋势。

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