Abstract Development of a finite volume two-dimensional model and its application in a bay with two inlets: Mobile Bay, Alabama
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Development of a finite volume two-dimensional model and its application in a bay with two inlets: Mobile Bay, Alabama

机译:有限体积二维模型的开发及其在带两个入口的海湾中的应用:移动湾,阿拉巴马州

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Abstract The purpose of this study was to develop a two-dimensional shallow water flow model using the finite volume method on a combined unstructured triangular and quadrilateral grid system to simulate coastal, estuarine and river flows. The intercell numerical fluxes were calculated using the classical Osher-Solomon's approximate Riemann solver for the governing conservation laws to be able to handle wetting and drying processes and to capture a tidal bore like phenomenon. The developed model was validated with several benchmark test problems including the two-dimensional dam-break problem. The model results were well agreed with results of other models and experimental results in literature. The unstructured triangular and quadrilateral combined grid system was successfully implemented in the model, thus the developed model would be more flexible when applying in an estuarine system, which includes narrow channels. Then, the model was tested in Mobile Bay, Alabama, USA. The developed model reproduced water surface elevation well as having overall Predictive Skill of 0.98. We found that the primary inlet, Main Pass, only covered 35% of the fresh water exchange while it covered 89% of the total water exchange between the ocean and Mobile Bay. There were also discharge phase difference between MP and the secondary inlet, Pass aux Herons, and this phase difference in flows would act as a critical role in substances’ exchange between the eastern Mississippi Sound and the northern Gulf of Mexico through Main Pass and Pass aux Herons in Mobile Bay. Highlights ? We developed a finite-volume two-dimensional riverine/estuarine circulation model. ? The model was tested with a 2D dam-break problem, and it was applied in Mobile Bay. ? Main Pass covers 89% of the total water exchange between the ocean and Mobile Bay. ? Main Pass only covers 35% of the fresh water exchange. ? There were 40-116min of the phase difference between Main Pass and Pass aux Herons. ]]>
机译:<![cdata [ 抽象 本研究的目的是使用组合的非结构化三角形和四边形网格系统上的有限体积法开发二维浅水流模型模拟沿海,河口和河流流动。使用经典Osher-Solomon的近似Riemann求解器来计算Intercell数值助护,以便能够处理润湿和干燥过程并捕获像现象的潮汐孔。开发的模型被验证,具有多个基准测试问题,包括二维坝断裂问题。模型结果与其他模型的结果熟悉,并在文献中的实验结果。在模型中成功实施了非结构化三角形和四边形组合网格系统,因此在培训河水系统中施用时,开发的模型将更加灵活,包括窄频道。然后,该模型在美国阿拉巴马阿拉巴马州移动湾进行了测试。开发的模型再现水面升高,具有0.98的整体预测技能。我们发现,主要进水口,主要通过,仅涵盖了35%的淡水交换,同时它涵盖了海洋和移动湾之间的总水交换的89%。在MP和次级入口之间也有放电相位差,通过奥辅助苍鹭,流动的这种相位差将作为通过主要通行证和通过AUX在墨西哥东部密西西比音乐和墨西哥湾北部的物质交流中的关键作用在移动湾的苍鹭。 亮点 我们开发了一个有限卷二卷-dimensional RiveriNe / Bestuarine循环模型。 使用2D坝断析问题测试模型, D它在移动湾应用于移动湾。 主要通行证涵盖海洋和移动托架之间总水交换的89%。 主要通行证只涵盖了淡水交换的35%。 < / ce:list-item> 有40- 116 min主通过和传递奥斯·英雄之间的相位差。 ]]>

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