沿海风暴潮和洪水预报系统的开发与验证

A. Condon, J. Veeramony
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引用次数: 3

摘要

详细介绍了用于美国海军作战使用的沿海风暴潮和洪水预测系统的开发和验证。该系统由Delft3D-FLOW流体力学模型、Delft3D-WAVE波浪模型和图形用户界面Delft Dashboard组成。耦合系统被用来模拟2008年9月飓风艾克在墨西哥湾沿岸产生的风暴潮和洪水。水动力模型在二维深度平均模式下运行,以开发“最佳”模拟。经过数百次的试验运行,得出了最佳的模拟结果,其中包括用作模型水深和地形的混合高程数据集、空间变化的曼宁N系数、多个巢、通过定向陆地掩蔽重新分析风和压力场的大气强迫、0.11 m的初始水位、更新的海气阻力系数以及动态耦合的流场和波场。模拟结果与实测水位吻合良好。为了在业务预报环境中评估系统,研究了系统对高程数据集、底部粗糙度、域分辨率、大气强迫、阻力系数、初始水位和波浪耦合的敏感性,并发现根据组件的不同,系统变化很大。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development and validation of a coastal surge and inundation prediction system
The development and validation of a coastal storm surge and inundation prediction system for operational use by the United States Navy is detailed. The system consists of the Delft3D-FLOW hydrodynamic model coupled with the Delft3D-WAVE wave model and a graphical user interface, the Delft Dashboard. The coupled system is used to model storm surge and inundation produced by Hurricane Ike along the Gulf of Mexico coast in September 2008. The hydrodynamic model is run in 2D depth averaged mode to develop a “best” simulation. The best simulation is developed after hundreds of test runs and it consists of a blended elevation dataset for use as the model bathymetry and topography, a spatially varying Manning's N coefficient, multiple nests, atmospheric forcing from re-analysis wind and pressure fields with directional land masking, an initial water level of 0.11 m, an updated air - sea drag coefficient, and dynamically coupled flow and wave fields. The simulation results compare very favorably with observed water level. To assess the system in an operational forecast environment, the system's sensitivity to the elevation dataset, bottom roughness, domain resolution, atmospheric forcing, drag coefficient, initial water level, and wave coupling was investigated and found to vary widely depending on the component.
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