Simulating wave-tide induced circulation in Bay St. Louis, MS with a coupled hydrodynamic-wave model

M. Cobb, C. Blain
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引用次数: 10

Abstract

Because tidal inlets are important areas with respect to biodiversity, sediment transport, freshwater river outflow, and pollutant transport, a comprehensive understanding of their circulation patterns is necessary for their management. This study focuses on modeling the 2D, depth-averaged circulation of Bay St. Louis in the northeastern Gulf of Mexico that is driven by waves and tides using a coupled hydrodynamic-wave model. The wave-tide coupled circulation within the inlet is examined during the flood, slack, and ebb phases of the tidal cycle. The wave height field, current velocity and sea surface elevation are analyzed to determine the effects of wave-current interaction. The influence of the various forcings on bay/inlet circulation is further investigated by the introduction of Lagrangian tracers. Lagrangian tracers are a reasonable indicator of how circulation patterns affect the motion of sediment particles or passive biological organisms such as fish larvae. Wave-current interaction is simulated by iteratively coupling the depth-integrated ADCIRC-2DDI hydrodynamic model to the phase-averaged spectral wave model SWAN. ADCIRC-2DDI is a fully developed, 2-dimensional, finite element, barotropic hydrodynamic model capable o f including wind, wave, and tidal forcing as well as river flux into the domain. The wave-hydrodynamic model coupling is captured through the following approach. First, radiation stress gradients, determined from the SWAN wave field, serve as surface stress forcing in ADCIRC. Elevation and currents computed from ADCIRC are subsequently input into the SWAN model. Between these iterations, the ADCIRC model is run for some appropriately small time interval during which the wave field is held constant. Presently there are no shelf-scale hydrodynamic models that incorporate waves, therefore a coupled model approach is one way of simulating wave-current interaction in bays and inlets. This approach is very flexible, making it possible to couple different wave models to ADCIRC depending on the relevant physics of the domain being studied (e.g. monochromatic wave diffraction vs. multi-spectral wave effects).
用耦合水动力波模型模拟圣路易斯湾波浪-潮汐诱导环流
由于潮汐入口是生物多样性、沉积物运输、淡水河流流出和污染物运输的重要区域,因此全面了解其循环模式对其管理是必要的。本研究的重点是利用耦合水动力-波浪模型对墨西哥湾东北部圣路易斯湾由波浪和潮汐驱动的二维深度平均环流进行建模。在潮汐周期的涨潮、淡潮和退潮阶段,对进水口内的波潮耦合环流进行了研究。分析了波高场、流速度和海面高程,确定了波流相互作用的影响。通过引入拉格朗日示踪剂,进一步研究了各种作用力对海湾/入口环流的影响。拉格朗日示踪剂是循环模式如何影响沉积物颗粒或被动生物有机体(如鱼类幼虫)运动的合理指标。将深度积分ADCIRC-2DDI水动力模型与相位平均谱波模型SWAN进行迭代耦合,模拟波流相互作用。ADCIRC-2DDI是一个成熟的二维有限元正压水动力模型,能够考虑风、浪、潮强迫以及进入域的河流通量。通过以下方法捕获波浪-水动力模型耦合。首先,由SWAN波场确定的辐射应力梯度作为ADCIRC的表面应力强迫。从ADCIRC计算的高程和电流随后输入到SWAN模型中。在这些迭代之间,ADCIRC模型运行一段适当的小时间间隔,在此期间波场保持恒定。目前还没有包含波浪的陆架尺度水动力模型,因此耦合模型方法是模拟海湾和入口波流相互作用的一种方法。这种方法非常灵活,可以根据所研究领域的相关物理特性(例如单色波衍射与多光谱波效应)将不同的波模型耦合到ADCIRC。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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