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Mechanics and Historical Evolution of Sea Level Blowouts in New York Harbor

机译:纽约港海平面井喷的力学和历史演变

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Wind-induced sea level blowouts, measured as negative storm surge or extreme low water (ELW), produce public safety hazards and impose economic costs (e.g., to shipping). In this paper, we use a regional hydrodynamic numerical model to test the effect of historical environmental change and the time scale, direction, and magnitude of wind forcing on negative and positive surge events in the New York Harbor (NYH). Environmental sensitivity experiments show that dredging of shipping channels is an important factor affecting blowouts while changing ice cover and removal of other roughness elements are unimportant in NYH. Continuously measured water level records since 1860 show a trend towards smaller negative surge magnitudes (measured minus predicted water level) but do not show a significant change to ELW magnitudes after removing the sea-level trend. Model results suggest that the smaller negative surges occur in the deeper, dredged modern system due to a reduced tide-surge interaction, primarily through a reduced phase shift in the predicted tide. The sensitivity of surge to wind direction changes spatially with remote wind effects dominating local wind effects near NYH. Convergent coastlines that amplify positive surges also amplify negative surges, a process we term inverse coastal funneling.
机译:由风浪引起的海平面井喷,以负的风暴潮或极低的水(ELW)表示,会危害公共安全并带来经济成本(例如,运输成本)。在本文中,我们使用区域流体动力学数值模型来测试历史环境变化以及时间尺度,方向和风力强迫对纽约港(NYH)的负向和正向激增事件的影响。环境敏感性实验表明,疏通航道是影响井喷的重要因素,而更换冰盖和去除其他粗糙元素对纽约州来说并不重要。自1860年以来连续测量的水位记录显示出负浪涌幅度较小(测得的减去预测水位)的趋势,但消除海平面趋势后ELW幅度没有显着变化。模型结果表明,由于潮汐与潮汐之间的相互作用减小,主要是通过减小预测潮汐的相移,在较深的疏dr现代系统中出现了较小的负潮。浪涌对风向的敏感度在空间上随远程风影响在纽约州附近的局部风影响而变化。聚合的海岸线放大了正向的涌浪,也放大了负向的涌浪,我们称其为反向海岸漏斗。

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