Modeling of Coastal Processes in the Mediterranean Sea: A Pilot Study on the Entrance of Suez Canal in Egypt

M. Kaiser, Walaa A. Ali, Maysara Khairy El Tahan
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引用次数: 1

Abstract

The main objective of this research is applying numerical modeling to simulate the impact of the Suez Canal jetties on the beach morphology and hydrodynamic regime along the Suez Canal coastal zone. In addition, coastal processes including waves and wave-induced currents will be evaluated using 2D modeling. This research will contribute to quantify the shoreline stability during the last three decades. Hydrodynamic and sediment transport (ST) models are utilized to predict sediment transport pathways and how sediment might move within the entrance of Suez Canal port. Remote sensing analyses of the Landsat Thematic Mapper images during 2000–2018 show siltation processes at the entrance of the Suez Canal. Vector analyses of the images’ data indicated updrift accretion at a rate of +15 m/year and downdrift erosion at a rate of − 13 m/year. Coastal processes including waves and currents contribute to shoaling problem along the navigation channel of the Suez Canal port. Applications of 2-3D models were used to simulate wave and current dissipation. In addition, beach slope profiles and hydrodynamic models are used to help in understanding the impact of coastal processes on beach morphology and hydrodynamic regime controlling siltation problem along the entrance of Port Said harbor.
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地中海沿岸过程的模拟:对埃及苏伊士运河入口的初步研究
本研究的主要目的是应用数值模拟模拟苏伊士运河码头对苏伊士运河海岸带海滩形态和水动力制度的影响。此外,海岸过程包括波浪和波浪引起的水流将使用二维模型进行评估。这项研究将有助于量化过去三十年来的海岸线稳定性。水动力和泥沙输运(ST)模型用于预测泥沙输运路径以及泥沙如何在苏伊士运河港口入口内移动。对2000-2018年Landsat专题制图器图像的遥感分析显示了苏伊士运河入口处的淤塞过程。对图像数据的矢量分析表明,上漂侵蚀的速率为+15 m/年,下漂侵蚀的速率为- 13 m/年。包括波浪和洋流在内的海岸过程导致了苏伊士运河港口航道的浅滩问题。利用二维三维模型模拟了波浪和电流的耗散。此外,本文还利用岸坡剖面和水动力模型研究了塞得港入海口海岸过程对岸滩形态和控制淤积问题的水动力机制的影响。
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