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首页> 外文期刊>Estuarine Coastal and Shelf Science >Modelling of sediment transport pattern in the mouth of the Rhone delta: Role of storm, and flood events
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Modelling of sediment transport pattern in the mouth of the Rhone delta: Role of storm, and flood events

机译:罗纳河三角洲河口泥沙运移模式的模拟:风暴和洪水事件的作用

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The delta of the Rhone River is one of the most important in the Mediterranean Sea. Beach erosion problems along its coasts have developed in recent decades, raising the need for a better understanding of the sediment transport processes at the Rhone mouth and the adjacent beaches. Because field data are very difficult to obtain in such an energetic environment, a high-resolution numerical model (Delft3D) is applied to this area. This model is calibrated by taking into account hydrodynamical and morphological observations. Special attention is given to storm and flood events, which are the major morphological drivers. Therefore, scenarios with different wave and flow conditions are run to estimate the influence of these events on the sediment transport. The analysis of historical hydrological data shows that storms from the southeast represent 70% of the events between 1979 to 2010 and that 20% of them were followed by a flood within a few days. Consequently, specific simulations for such conditions are performed using Delft3D. The model simulates trends in the bedload sediment transport that are consistent with the bedforms observed in the bathymetry data. The total sediment transport at the outlet is only influenced by the river flow, but sediment transport at the mouth-bar depends on an equilibrium between the influence of floods and storms and the succession of these events. A period of 2 or 3 days separating the storm and flood peaks is sufficient to differentiate wave and river flow-induced sediment transport. The waves constrain the total transport on the mouth-bar and shallow mouth-lobe and induce a longshore transfer towards the adjacent beaches. The riverine sediments can be exported seaward only if a flood is energetic enough compared to the storm intensity. Regardless, when a flood is greater than the decadal return period (7800 m(3) s(-1)), the sediment is transported from the outlet across the mouth bar and is directed offshore. (C) 2016 Elsevier Ltd. All rights reserved.
机译:罗纳河三角洲是地中海最重要的三角洲之一。近几十年来,沿海地区的海滩侵蚀问题不断发展,这就需要更好地了解罗纳河口和邻近海滩的沉积物迁移过程。由于在这种充满活力的环境中很难获取现场数据,因此将高分辨率数值模型(Delft3D)应用于该区域。该模型是通过考虑水动力和形态学观测值进行校准的。特别注意风暴和洪水事件,它们是主要的形态驱动因素。因此,运行具有不同波浪和流动条件的情景来估计这些事件对沉积物迁移的影响。对历史水文数据的分析表明,从东南部来的风暴代表了1979年至2010年之间70%的事件,几天之内发生了20%的洪水。因此,使用Delft3D对此类条件进行了特定的仿真。该模型模拟了与水深测量数据中观测到的岩床相一致的岩床沉积物运移趋势。出口处的总输沙量仅受河水流量的影响,而口岸处的输沙量则取决于洪水和暴风雨的影响与这些事件的连续性之间的平衡。将风暴峰和洪水峰分开的2或3天时间足以区分波浪和河流流量引起的泥沙输送。波浪限制了口岸和浅口波瓣上的总输运,并导致向附近海滩的长岸转移。仅在洪水强度比风暴强度大的情况下,河流沉积物才能向海出口。无论如何,当洪水大于十年的返还期(7800 m(3)s(-1))时,泥沙会从出水口流经口坝,然后被引导到近海。 (C)2016 Elsevier Ltd.保留所有权利。

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