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Numerical modelling of hydrodynamics and sand transport in the tide-dominated coastal-to-estuarine region

机译:潮汐主导的沿海至河口地区水动力和沙运的数值模拟

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In order to understand the influences of tide, waves and sediment sizes on the sand exchange between an estuary and the adjacent coastal region, three estuaries around North West England were chosen for detailed study using a numerical morphological model system, TELEMAC (Hervouet and Bates, 2000). The numerical model was calibrated against available field measurements for both hydrodynamics and sediment transport. Simulations on sediment transport under a representative combined waves and tidal condition were carried out. Comparisons of the model results across the three different estuaries concentrate on effects from seabed bathymetry, hydrodynamics and sediment sizes under the complex tide and wave interactions. It is clear that the dominant hydrodynamic processes of an estuary are influenced by the tidal asymmetry, wave-driven currents and wave-induced stirring effects, which are all affected by the local seabed bathymetry given the same input tide and waves. Generally, it is found that the net sediment transport direction at the estuary mouth depends on the relative strength of landwards transport in the shallow water depths due to tidal asymmetry and seawards transport within the estuary's deep channels. In addition, the overall sediment flux direction is largely dictated by local and surrounding sediment sizes.
机译:为了了解潮汐,波浪和沉积物的大小对河口和邻近沿海地区之间的沙交换的影响,我们使用数值形态模型系统TELEMAC(Hervouet和Bates, 2000)。针对流体动力学和泥沙输送的可用现场测量值对数值模型进行了校准。对有代表性的波浪和潮汐条件下的泥沙运移进行了模拟。在三个不同河口的模型结果比较集中于在复杂的潮汐和波浪相互作用下海床测深,水动力和沉积物尺寸的影响。显然,河口的主要水动力过程受潮汐不对称性,波浪驱动流和波浪引起的搅拌效应的影响,在相同的输入潮汐和波浪作用下,这些都受当地海底测深法的影响。通常,人们发现,由于潮汐不对称和河口深水通道内的向海运输,河口口的净泥沙输送方向取决于浅水深度的陆运相对强度。另外,总的泥沙通量方向很大程度上取决于局部和周围的泥沙大小。

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