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Simulating Waves and Water Levels in the Chesapeake Bay during Hurricane Isabel Using a Coupled Wave-Current Model

机译:利用耦合波流模型模拟切萨皮克湾伊莎贝尔飓风期间的波浪和水位

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摘要

During a storm, surface waves can profoundly modify the surface and bottom turbulent boundary layer, and mass and momentum transports, resulting in a change of current velocity profile as well as water levels. Many shallow water wave models are designed for the wave transformation in the near-shore process, or applied during fair weather conditions without considering major input of energy source, or do not include the interaction with the change of water level, current velocity and nonlinear dissipation due to wave-current interaction. In order to take these effects into account, the three dimensional hydrodynamic UnTRIM model is dynamically linked with the UnK wave model. The UnK model is a 3~(rd) generation spectral wave model which solves the action balance equation on unstructured grids. This coupled model is used to investigate the effects of surface waves on the storm surge in York River estuary during the extreme conditions of hurricane Isabel (2003). A rare dataset including wind speed and direction, wave height and period, and directional energy spectra collected in the York River during Hurricane Isabel is used for examination. During the peak surge period of Hurricane Isabel, the surface wave was propagating with the flood currents and the significant wave height was as high as the surge height, reaching up to 1.6 meters. It is shown that hurricane-induced surface wave height and period was adequately simulated by the coupled model. The wave effects can strongly modify the storm surge characteristics and linear superposition of current and wave model can not explain the phenomena unless the wave-current interaction mechanism is specifically included.
机译:在暴风雨期间,表面波可以深刻地改变表面和底部的湍流边界层以及质量和动量传输,从而导致当前速度分布以及水位发生变化。许多浅水波浪模型是为近海过程中的波浪变换而设计的,或者在晴天条件下应用而未考虑能源的主要输入,或者不包括与水位变化,流速和非线性耗散的相互作用。由于波流相互作用。为了考虑这些影响,将三维水动力UnTRIM模型与UnK波模型动态链接。 UnK模型是第三代频谱波模型,用于求解非结构化网格上的作用平衡方程。该耦合模型用于调查在伊莎贝尔飓风(2003)的极端条件下,表面波对约克河河口风暴潮的影响。使用罕见的数据集(包括风速和方向,波高和周期以及在伊莎贝尔飓风期间在约克河中收集的定向能谱)进行检查。在伊莎贝尔飓风的高峰浪潮期间,表面波随着洪水流传播,有效波高与浪涌高度一样高,达到1.6米。结果表明,耦合模型可以较好地模拟飓风诱发的表面波高度和周期。波浪效应可以强烈地改变风暴潮的特性,电流的线性叠加和波浪模型不能解释这种现象,除非专门包括波浪-电流相互作用机制。

著录项

  • 来源
    《Estuarine and coastal modeling》|2007年|913-927|共15页
  • 会议地点 Newport RI(US);Newport RI(US)
  • 作者单位

    Post-Doctoral Fellow, Virginia Institute of Marine Sciences, The College of William and Marry, Department of Physical Sciences, Greate Road Route 1208 Gloucester Point, VA 23062;

    Virginia Institute of Marine Sciences. The College of William and Marry, Department of Physical Sciences, Greate Road Route 1208 Gloucester Point, VA 23062 (804) 684-7215;

    Virginia Institute of Marine Sciences, The College of William and Marry Department of Physical Sciences, Greate Road Route 1208 Gloucester Point. VA 23062 (804) (804) 684-7219;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 海洋工程;
  • 关键词

    chesapeake bay; hydrodynamic modeling; wave modeling; inundation;

    机译:切萨皮克湾流体动力学建模;波浪建模淹没;
  • 入库时间 2022-08-26 13:59:55

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