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Numerical approach to the study of coastal boulders: The case of Martigues, Marseille, France

机译:研究沿海巨石的数值方法:以法国马赛Martigues为例

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摘要

The coastal area extending east of the city of Martigues, between the bays of Bonnieu and that of Chariot, is characterized by an alternation of gently sloping rocky coast and 5 m high cliffs composed of Miocene limestone. The foot of the cliff is marked by a well developed notch and a discontinuous wave-cut platform; at its base, the sea bottom reaches a maximum depth of about 4.5-6 m. The emerged area shows boulders placed up to 10 m inland of the coastline at around 2 m above s.l. and, weighing as much as 35 tonnes. A geomorphological survey was conducted by means of a Terrestrial Laser Scanner to estimate boulder sizes. The particular focus of the proposed study was to estimate the minimum wave height required to detach and transport two boulders, originally joined together as one bigger one and weighing approximately 25 tonnes, from the wave-cut platform onto the surf bench. Hydrodynamic models developed by various authors were used to calculate the minimum wave height necessary to move them. The data obtained from the resulting hydrodynamic equations were compared to wave climate data collected over the last 15 years by the buoy off the coast of Marseille, in the Gulf of Lion. The present study seems to confirm that it would not have been necessary to have a tsunami impact (among other things, never recorded in the last 20 years) to move a 25 tonnes boulder. Indeed, hydrodynamic equations suggest that the boulder might have been broken and only subsequently moved due to the impact of waves generated by an extreme storm which would have occurred prior to December 2003. This hypothesis seems to be in agreement with the morphology of the sea bottom, hydrodynamic features of the area as well as eyewitnesses. (C) 2016 Elsevier Ltd and INQUA. All rights reserved.
机译:马蒂格斯市以东延伸的沿海地区位于Bonnieu湾和Chariot湾之间,其特征是缓缓倾斜的岩石海岸和由中新世石灰岩组成的5 m高的悬崖交替形成。悬崖脚下有一个发达的凹口和不连续的波浪切割平台。在其底部,海底的最大深度约为4.5-6 m。出现的区域显示巨石放置在海岸线内陆的10 m处,高于s.l约2 m。并且重达35吨。借助地面激光扫描仪进行了地貌调查,以估计巨石的大小。拟议研究的重点是估算从波浪切割平台到冲浪台的分离和运输两块巨石的最小波浪高度,这些巨石最初是一个更大的石头,重约25吨。由不同作者开发的流体动力学模型被用来计算移动它们所需的最小波高。从所得的水动力方程式中获得的数据与过去15年由狮子湾马赛沿岸浮标收集的波浪气候数据进行了比较。本研究似乎证实,移动25吨巨石并不一定要产生海啸影响(除其他外,最近20年未曾记录)。确实,流体动力学方程表明,巨石可能已被破坏,并且仅在2003年12月之前发生的极端风暴所产生的波的影响下才移动。这一假设似乎与海底的形态相符。 ,该地区的水动力特征以及目击者。 (C)2016 Elsevier Ltd和INQUA。版权所有。

著录项

  • 来源
    《Quaternary International》 |2017年第ptaa期|52-64|共13页
  • 作者单位

    Spin Off Environm Surveys Srl, Taranto, Italy;

    Spin Off Environm Surveys Srl, Taranto, Italy;

    Aix Marseille Univ, CEREGE, UMR 7330, Technopole Mediterraneenne Arbois, Aix En Provence, France;

    Aix Marseille Univ, CEREGE, UMR 7330, Technopole Mediterraneenne Arbois, Aix En Provence, France;

    Aix Marseille Univ, CEREGE, UMR 7330, Technopole Mediterraneenne Arbois, Aix En Provence, France;

    Univ Bari Aldo Moro, Dipartimento Sci Terra & Geoambientali, Campus Univ,Via E Orabona 4, I-70125 Bari, Italy;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Sea storm; Boulders; Hydrodynamic equation;

    机译:海暴巨浪水动力方程;
  • 入库时间 2022-08-18 03:35:13

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