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Response of the lower Chesapeake Bay to forcing from Hurricane Floyd

机译:切萨皮克湾下部对弗洛伊德飓风造成的强迫响应

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Water density and velocity data from a similar to 70-day period deployment across the entrance to the Chesapeake Bay were used in conjunction with wind velocity and sea level records to describe the response of the lower part of the estuary to forcing from Hurricane Floyd in mid-September 1999. Forcing associated with Floyd consisted of northeasterly winds during the 4 days prior to the passage of the storm eye over the lower Chesapeake Bay with hourly values that peaked at similar to 21 m/s. After the passage of the eye of the storm on 16 September, winds shifted rapidly to northwesterly and peaked at 27 m/s. Buoyancy forcing from Floyd consisted of at least 2000 m(3)/S of direct freshwater input to the lower Chesapeake Bay. This was added to the runoff from the surrounding land that was already saturated with precipitation from tropical storm Dennis that affected the area of the lower bay in early September 1999. Northeasterly winds prior to the eye passage over the lower bay caused not inflow over the shallow northern half of the bay entrance and outflow in the deep channel to the south of the entrance, This outflow veered clockwise with depth. The change to northwesterly winds coincided with a pulse of freshwater that caused a salinity drop throughout the water column of up to 8 units in I day. Wind and river discharge set up a seaward barotropic pressure gradient force that drove net outflow everywhere across the entrance to the bay thus hindering any inflow and effectively flushing water out. The barotropic pressure gradient must have overcome the tendency of the baroclinic pressure gradient, related to the buoyancy input, to drive salty water into the estuary. It is estimated that approximately one-third of the net outflow was caused by wind forcing and two-thirds by freshwater discharge. (C) 2002 Elsevier Science Ltd. All rights reserved. [References: 10]
机译:切萨皮克湾入口处约70天的部署过程中的水密度和速度数据与风速和海平面记录结合使用,描述了河口下部对飓风弗洛伊德中期强迫的响应-1999年9月。与弗洛伊德相关的强迫包括风暴眼经过切萨皮克湾下游之前4天的东北风,其时速峰值接近21 m / s。 9月16日风暴过后,风向西北迅速移动,并达到27 m / s的峰值。来自弗洛伊德的浮力至少包括2000 m(3)/ S的直接淡水输入切萨皮克湾下游。这被添加到周围土地的径流中,该径流已经被1999年9月上旬影响下海湾地区的热带风暴丹尼斯的降水所饱和。在下海湾眼区通过之前的东北风导致未流入浅水区海湾入口的北半部和入口南侧的深水道流出,该流出量随深度呈顺时针转向。西北风的变化与淡水脉动相吻合,导致一天中整个水柱的盐度下降多达8个单位。风和河流的排泄物形成了一个向海的正压梯度力,该力推动了净流入整个海湾入口处的各处,从而阻碍了任何流入并有效地冲洗了水。正压压力梯度必须克服了与浮力输入有关的斜压压力梯度将咸水驱入河口的趋势。据估计,净流出的大约三分之一是由强迫风引起的,三分之二是由淡水排放引起的。 (C)2002 Elsevier ScienceLtd。保留所有权利。 [参考:10]

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