Upper beach reconstruction patternsafter moderate storm events

Lucie Campmas, F. Bouchette, Jiing-Yih Liou, E. Brambilla, S. Meulé, G. Sylaios, F. Sabatier, R. Certain, N. Robin, H. Hwung
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Abstract

The wave-dominated beach barrier of Villeneuve-Les-Maguelone extends between Palavas and Frontignan (Gul f of Lions, northernmost Me diterranean Sea), along a slightly natural sandy protected area char acterized by typical and well-expressed morphologies. In the nearshore, the sea bottom shows one or two approximately rectilinear sand bars. In 2010-2011, we pe rformed a 6 month-long monitoring (autumn 2010/late spring 2011) of a 500 meter-long se gment along this sand barrier. We used RTK D-GPS offering centimeter resolution to acquire sets of elevation data on the beach and the upper shoreface. The study is innovative because a full morphologic monitoring was performed each time the wave/ wind conditions changed significantly. These changes were tracked in real-time thanks to a set of hydrodynamic equipments deployed at sea, including well-known DREAL buoys. We identify from well- documented data: (1) a beach reconstruction cycle at the shorelin e after a moderate storm event (wave height at 3-4 m) and (2) how a sand bar in the nearshore migrates to the shoreline and drives the shoreline shift.
中等风暴事件后的上海滩重建模式
Villeneuve-Les-Maguelone的波浪主导的海滩屏障在Palavas和Frontignan(地中海最北端的狮子湾)之间延伸,沿着一个略微自然的沙质保护区,以典型和良好的形态为特征。在近岸,海底有一到两个近似直线的沙洲。2010-2011年,我们对沿沙障500米长的河段进行了为期6个月的监测(2010年秋季/ 2011年春末)。我们使用厘米分辨率的RTK D-GPS获取海滩和上岸面的高程数据集。这项研究具有创新性,因为每次波浪/风条件发生重大变化时,都会进行全面的形态监测。由于在海上部署了一系列流体动力设备,包括著名的DREAL浮标,这些变化被实时跟踪。我们从充分记录的数据中确定:(1)中等风暴事件(浪高在3-4米)后海岸的海滩重建周期;(2)近岸的沙洲如何迁移到海岸线并驱动海岸线移动。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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