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首页> 外文期刊>Hydrobiologia >Modelling sand/mud transport and morphodynamics in the Seine river mouth (France): an attempt using a process-based approach
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Modelling sand/mud transport and morphodynamics in the Seine river mouth (France): an attempt using a process-based approach

机译:在塞纳河河口(法国)中模拟沙/泥的运移和形态动力学:尝试使用基于过程的方法

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摘要

The mouth of the Seine River estuary (France) has undergone marked morphological evolution over several decades mainly due to engineering works aimed at improving access to Rouen and Le Havre harbours. The intertidal areas are decreasing in size and the lower estuary is accumulating sediment and prograding. In order to understand and better describe the major morphological behaviours of the estuary, a morphodynamic numerical model was developed within the Seine-Aval program. At the end of the 1st part of the research program, a validated fine sediment transport model (3D) was available (Le Hir et al., 2001b). As the present morphological study addresses medium-term issues (a few decades), and because of the need to investigate impacts of local structures or events, we chose to use the so-called “process-based approach” starting from the existing model. First, the existing model was upgraded to account for (suspended) sand transport, and to achieve coupling between morphological changes and sediment transport. Erodability of the sediment accounts for the respective proportions of mud and sand. Simulations starting from an arbitrary surficial sediment cover show that the model is able to reproduce realistic sediment patterns. For example, it is able to change the sediment nature on the intertidal flat near Le Havre from sand to mud. Observed structures of suspended sediment are also reproduced: fine particles mainly follow the turbidity maximum whereas significant concentrations of sand grains in suspension are found where the hydrodynamic stresses are intense. Concerning morphodynamics, simulations with real forcing over one year are discussed. The effect of waves on the bathymetric evolution of the mouth is shown and the sensitivity of morphodynamics to the coupling procedure is tested.
机译:塞纳河河口(法国)在过去几十年中经历了明显的形态演变,这主要归功于旨在改善通往鲁昂和勒阿弗尔海港的工程。潮间带的面积在减小,河口的下游正在积聚并逐渐积聚。为了理解和更好地描述河口的主要形态行为,在塞纳河-阿瓦勒程序内开发了一个形态动力学数值模型。在研究计划的第一部分结束时,可以使用经过验证的精细泥沙输送模型(3D)(Le Hir等,2001b)。由于当前的形态学研究解决了中期问题(几十年),并且由于需要调查局部结构或事件的影响,我们选择从现有模型开始使用所谓的“基于过程的方法”。首先,对现有模型进行了升级,以考虑(悬浮的)砂运,并实现形态变化和泥沙运移之间的耦合。沉积物的可侵蚀性占泥沙的比例。从任意的表面沉积物覆盖开始的模拟表明,该模型能够再现现实的沉积物模式。例如,它能够将勒阿弗尔附近潮间带的沉积物性质从沙子变为泥浆。还可以观察到悬浮沉积物的结构:细颗粒主要遵循浊度最大值,而在水动力应力强烈的地方发现悬浮物中的沙粒浓度很高。关于形态动力学,讨论了实际强迫超过一年的模拟。示出了波对口深的演变的影响,并测试了形态动力学对耦合过程的敏感性。

著录项

  • 来源
    《Hydrobiologia 》 |2007年第1期| 69-82| 共14页
  • 作者单位

    IFREMER laboratoire DYNECO/PHYSED Centre de Brest BP 70 Plouzane 29280 France;

    IFREMER laboratoire DYNECO/PHYSED Centre de Brest BP 70 Plouzane 29280 France;

    Laboratoire de Morphodynamique Continentale et Côtière Université de Caen Caen France;

    Laboratoire de Morphodynamique Continentale et Côtière Université de Caen Caen France;

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

    Morphodynamics; Sediment transport modelling; Sand and mud mixtures;

    机译:形态动力学;泥沙运移模型;沙泥混合物;

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