论文标题

在RIA Formosa泻湖中应用分散波水力疗法的形态学模型

Application of a dispersive wave hydro-sediment-morphodynamic model in the Ria Formosa lagoon

论文作者

Kazhyken, Kazbek, Valseth, Eirik, Videman, Juha, Dawson, Clint

论文摘要

介绍了葡萄牙南部阿尔加维地区的RIA福尔摩萨泻湖的西部循环细胞中应用分散波水溶液模型模型的应用结果。该感兴趣的领域具有几个功能,使色散波模型的应用变得复杂:(1)该区域具有复杂的不规则几何形状,并具有许多屏障岛,将泻湖与大西洋,人造潮汐入口和自然发生的潮汐入口和自然发生的潮汐渠道分开,以及在泻湖内部的许多卷发通道,并且在水上互联了,并在水上互联了。 (2)该地区的潮汐范围可达3.5 m;因此,泻湖内部的地形以巨大的盐沼和潮汐平底鞋为特征,润湿过程是该区域中任何流体动力模拟的关键组成部分。通过生成循环单元的非结构化有限元网格,并收集表征该区域中潮汐的参数的数据,以及模拟中使用的底部摩擦和沉积物传输模型来收集数据。模拟的结果表明,分散波模型可以应用于具有非平底物理过程和复杂不规则的几何形状的沿海地区。此外,模型的分散项能够捕获涉及非线性浅水方程的流体动力模拟中不存在的其他流动特性;这些额外的流动特征反过来可能会影响所得的沉积物传输和床形态动力学过程模拟。

Results of an application of a dispersive wave hydro-sediment-morphodynamic model in the western circulation cell of the Ria Formosa lagoon located in the Algarve region of the southern Portugal are presented. This area of interest has a couple of features that complicate the application of the dispersive wave model: (1) the area has a complex irregular geometry with a number of barrier islands that separate the lagoon from the Atlantic Ocean, artificial and naturally occurring tidal inlets, and a number of curling channels inside the lagoon that interconnect the inlets and serve as waterways between the lagoon settlements; (2) the tidal range in the area can reach up to 3.5 m; therefore, the terrain inside the lagoon is characterized by vast salt marshes and tidal flats, and the wetting-drying process is a key component of any hydrodynamic simulation in this area. A model representation of the area has been developed by generating an unstructured finite element mesh of the circulation cell, and collecting data on parameters that characterize the tidal waves in the area, and bottom friction and sediment transport models used in the simulations. The results of the simulations indicate that the dispersive wave model can be applied in coastal areas with nontrivial underlying physical processes, and complex irregular geometries. Moreover, the dispersive term of the model is capable of capturing additional flow characteristics that are otherwise not present in hydrodynamic simulations that involve the nonlinear shallow water equations; and these additional flow features can, in their turn, affect the resulting sediment transport and bed morphodynamic process simulations.

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