Dias João Miguel, Valentim Juliana Marques, Sousa Magda Catarina
CESAM, Departamento de Física, Universidade de Aveiro, Campus de Santiago, Aveiro, Portugal.
PLoS One. 2013 Dec 2;8(12):e80450. doi: 10.1371/journal.pone.0080450. eCollection 2013.
Tidal dynamics of shallow estuaries and lagoons is a complex matter that has attracted the attention of a large number of researchers over the last few decades. The main purpose of the present work is to study the intricate tidal dynamics of the Tagus estuary, which states as the largest estuary of the Iberian Peninsula and one of the most important wetlands in Portugal and Europe. Tagus has large areas of low depth and a remarkable geomorphology, both determining the complex propagation of tidal waves along the estuary of unknown manner. A non-linear two-dimensional vertically integrated hydrodynamic model was considered to be adequate to simulate its hydrodynamics and an application developed from the SIMSYS2D model was applied to study the tidal propagation along the estuary. The implementation and calibration of this model revealed its accuracy to predict tidal properties along the entire system. Several model runs enabled the analysis of the local variations in tidal dynamics, through the interpretation of amplitude and phase patterns of the main tidal constituents, tidal asymmetry, tidal ellipses, form factor and tidal dissipation. Results show that Tagus estuary tidal dynamics is extremely dependent on an estuarine resonance mode for the semi-diurnal constituents that induce important tidal characteristics. Besides, the estuarine coastline features and topography determines the changes in tidal propagation along the estuary, which therefore result essentially from a balance between convergence/divergence and friction and advection effects, besides the resonance effects.
浅河口和泻湖的潮汐动力学是一个复杂的问题,在过去几十年里吸引了大量研究人员的关注。本研究的主要目的是研究塔霍河河口复杂的潮汐动力学,它是伊比利亚半岛最大的河口,也是葡萄牙和欧洲最重要的湿地之一。塔霍河有大面积的浅水区和显著的地貌,这两者都决定了潮汐波沿河口以未知方式的复杂传播。一个非线性二维垂向积分水动力模型被认为足以模拟其水动力,并且应用了基于SIMSYS2D模型开发的一个应用程序来研究沿河口的潮汐传播。该模型的实施和校准揭示了其预测整个系统潮汐特性的准确性。通过对主要潮汐成分的振幅和相位模式、潮汐不对称性、潮汐椭圆、形状因子和潮汐耗散的解释,多次模型运行使得能够分析潮汐动力学的局部变化。结果表明,塔霍河河口的潮汐动力学极大地依赖于半日成分的河口共振模式,这种模式会引发重要的潮汐特征。此外,河口海岸线特征和地形决定了沿河口潮汐传播的变化,因此除了共振效应外,这些变化主要是由辐合/辐散与摩擦和平流效应之间的平衡导致的。