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Simulation of storm surge, wave, and coastal inundation in the Northeastern Gulf of Mexico region during Hurricane Ivan in 2004

机译:模拟2004年伊万飓风期间墨西哥东北海湾地区的风暴潮,海浪和沿海洪水

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Hurricane-induced storm surge, waves, and coastal inundation in the northeastern Gulf of Mexico region during Hurricane Ivan in 2004 are simulated using a fine grid coastal surge model CH3D (Curvilinear-grid Hydrodynamics in 3D) coupled to a coastal wave model SWAN, with open boundary conditions provided by a basin-scale surge model ADCIRC (Advanced CIRCulation) and a basin-scale wave model WW3 (Wave Watch-Ill). The H*wind, a reanalysis 10-m wind produced by the NOAA/AOML Hurricane Research Division (HRD), and a relatively simple analytical wind model are used, incorporating the effect of land dissipation on hurricane wind. Detailed comparison shows good agreement between the simulated and measured wind, waves, surge, and high water marks. Coastal storm surge along the coast is around 2-3 m, while peak surge on the order of 3.5 m is found near Pensacola, which is slightly to the east of the landfall location on Dauphin Island. Wind waves reach 20 m at the Mobile South station (National Data Buoy Center buoy 42040) on the shelf and 2 m inside the Pensacola/Escambia Bay. Model results show that wave-induced surge (total surge subtracted by the meteorologically-induced surge due to wind and pressure) accounts for 20-30% of the peak surge, while errors of the simulated surge and waves are generally within 10% of measured data. The extent of the simulated inundation region is increased when the effects of waves are included. Surge elevations simulated by the 3D model are generally up to 15% higher than that by the 2D model, and the effects of waves are more pronounced in the 3D results. The 3D model results inside the Pensacola/Escambia Bay show significant vertical variation in the horizontal currents. While the estuary has little impact on the surge elevation along the open coastal water, surge at the head of Escambia Bay is more than 50% higher than that at the open coast with 1.5 h delay.
机译:使用精细网格沿海浪涌模型CH3D(3D曲线网格水动力)和海岸波模型SWAN,模拟了2004年飓风伊万期间墨西哥湾东北部地区飓风引起的风暴潮,海浪和沿海淹没。流域规模浪涌模型ADCIRC(高级CIRCulation)和流域规模波浪模型WW3(波动监视)提供的开放边界条件。使用H *风,由NOAA / AOML飓风研究部(HRD)产生的重新分析的10米风以及相对简单的分析风模型,其中包括了土地耗散对飓风的影响。详细的比较显示,模拟和测量的风,浪,潮和高水位线之间都具有良好的一致性。沿海沿海风暴潮约为2-3 m,而Pensacola附近则是3.5 m的高峰,位于多芬岛登陆区的东部。风波在架子上的Mobile South站(国家数据浮标中心浮标42040)到达20 m,在Pensacola / Escambia湾内部达到2 m。模型结果表明,波动引起的波动(总波动减去风和压力引起的气象波动引起的波动)占峰值波动的20%至30%,而模拟波动和波动的误差通常在所测得的波动的10%以内数据。当包括波浪的影响时,模拟淹没区域的范围会增加。 3D模型模拟的喘振高度通常比2D模型高15%,并且波的影响在3D结果中更为明显。彭萨科拉/埃斯坎比亚湾内的3D模型结果显示水平电流的垂直变化很大。虽然河口对沿沿海开放水域的涌浪高度影响不大,但埃斯坎比亚湾头的涌浪比沿海开放海域的涌浪高出50%以上,但延迟了1.5小时。

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