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原文传递 Storm Surge and Surface Waves in a Shallow Lagoonal Estuary during the Crossing of a Hurricane
题名: Storm Surge and Surface Waves in a Shallow Lagoonal Estuary during the Crossing of a Hurricane
其他题名: Avila,L.,and Cangialosi,J.(2011)."Hurricane Irene tropical cyclone report."Technical Rep.AL092011,U.S.National Hurricane Center,Miami.
正文语种: 英文
作者: Ryan P. Mulligan
关键词: Surface waves;Storm surge;Hurricanes;Currents;Estuaries;Wave modeling;Hydrodynamic modeling;Flooding;High water levels;Barrier islands
摘要: Tropical cyclones deliver intense winds that can generate some of the most severe surface wave and storm surge conditions in the coastal ocean. Hurricane Irene (2011) crossed a large, shallow lagoonal estuarine system in North Carolina, causing flooding and erosion of the adjacent low-lying coastal plain and barrier islands. This event provided an opportunity to improve understanding of the estuarine response to strong and rotating wind forcing. Observations from acoustic sensors in subestuaries and water-level elevation measurements from a network of pressure sensors across the system are presented. Data are examined with two modeling techniques: (1) a simple numerical approach using a momentum balance between the wind stress, flow acceleration, pressure gradient, and bottom friction that gives insight into temporal variability in water levels through the passage of the storm; and (2) an advanced hydrodynamic model based on the full shallow water fluid momentum equations, coupled to a spectral surface wave model that accounts for the spatially varying bathymetry and wind field. The results indicate that both wind-generated surface waves and the wind-driven storm surge are important contributors to the total water surface elevations that induce flooding along estuarine shorelines under strong hurricane forcing.
出版年: 2015
论文唯一标识: P-108Y2015V141N04004
英文栏目名称: Case Studies
doi: 10.1061/(ASCE)WW.1943-5460.0000260
期刊名称: Journal of Waterway, Port, Coastal, and Ocean Engineering
拼音刊名(出版物代码): P-108
卷: 141
期: 04
页码: 23-33
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