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MODELING SEDIMENT BYPASSING AROUND IDEALIZED ROCKY HEADLANDS

机译:建模沉积物绕过理想的岩石岬角

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Alongshore sediment bypassing rocky headlands remains understudied despite the importance of characterizing littoral processes for erosion abatement, beach management, and climate change adaptation. This paper presents a numerical model sediment transport study to identify controlling factors and mechanisms for sediment headland bypassing. Sediment flux around four idealized headlands was investigated using the hydrodynamic model Delft-3D and spectral wave model SWAN. Simulations explored morphologies, substrate compositions, sediment grain sizes, and physical forcings. A generalized analytical framework based on flow disruption and sediment volume refined which factors and conditions were more useful to address sediment bypassing. A bypassing parameter was developed for alongshore sediment flux between upstream and downstream cross-shore transects to determine the degree of blockage by a headland. All headlands may allow sediment flux, although the controlling factors on sediment bypassing were determined to be wave angle, size and shape of the headland, and sediment grain size.
机译:沿岸沉积物绕过岩石岬角仍然被描述,尽管表征侵蚀性侵蚀,海滩管理和气候变化适应的沿海过程的重要性。本文介绍了一个数值模型沉积物运输研究,以确定沉积物岬角绕过的控制因素和机制。使用流体动力学模型Delft-3D和光谱波模型天鹅研究了四个理想的岬角周围的沉积物助焊剂。仿真探讨了形态,底物组合物,沉积物粒度和物理强制。一种基于流动破坏和沉积物体积的广义分析框架改制了哪些因素和条件对于解决沉积物旁路更有用。在上游和下游跨海岸横切之间开发旁路参数,用于沿岸沉积物通量,以确定岬角的堵塞程度。所有岬角都可以允许沉积物助焊剂,尽管沉积物旁路的控制因子被确定为波角,大小和纹理的尺寸和形状,以及沉积物粒度。

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