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An integrated physical-numerical study of groins.

机译:腹股沟的综合物理数值研究。

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摘要

The effects of groins on nearshore waves, currents and beach morphology were studied by an integrated physical and numerical modeling approach.;Both mobile and fixed bed hydraulic models were used in the physical experiments. The mobile bed tests provided a data base to be used for the calibration and verification of a numerical morphology model. Detail wave and current measurements were carried out in the fixed bed tests to acquire a clear picture of nearshore hydrodynamic conditions in the presence of groins. The fixed and mobile bed tests were conducted under similar conditions so that one could correlate their results and obtain a detail view on the behaviour of groins.;A numerical model was developed to simulate the effects of groins on nearshore waves and wave-induced currents. The model is composed of two main modules; a wave module and a current module. The wave module simulates refraction, diffraction, wave breaking, energy dissipation in the surfzone and the effects of ambient currents on waves. The current module solves the depth-integrated time-averaged equations of the conservation of mass and momentum in two horizontal dimensions. The effects of groins are implemented in both of these modules as internal boundary conditions. This numerical model can be applied to a wide variety of coastal problems (other than the study of groins) such as: wave propagation, interaction of waves with tidal and river flows, etc. Variable grid size formulation was applied in order to increase the efficiency of the model in the simulation of large coastal areas. The model can be applied to irregular shorelines and the effects of coastal flooding caused by wave setup is considered. The model is designed to be integrated into a more comprehensive morphology model, which is a task remained for a future study.;The numerical model was calibrated and verified against the data obtained from the physical experiments. The significance of wave-current interaction in the presence of groins was clearly demonstrated in these simulations.
机译:通过物理和数值模拟的综合方法研究了腹股沟对近岸波浪,洋流和海滩形态的影响。物理实验中使用了移动和固定床水力模型。移动床测试提供了一个数据库,可用于校准和验证数字形态模型。在固定床试验中进行了详细的波和电流测量,以获取存在腹股沟的近岸水动力条件的清晰图像。在相似的条件下进行了固定床和移动床试验,以便可以将其结果关联起来,并获得关于腹股沟行为的详细视图。;建立了一个数值模型来模拟腹股沟对近岸波浪和波浪感应流的影响。该模型由两个主要模块组成。波模块和电流模块。波动模块模拟海浪区的折射,衍射,波折,能量耗散以及环境电流对波动的影响。当前模块解决了在两个水平维度上质量和动量守恒的深度积分时间平均方程。腹股沟的影响在这两个模块中均作为内部边界条件实现。该数值模型可以应用于各种各样的沿海问题(除了对腹股沟的研究),例如:波浪传播,波浪与潮汐流和河水的相互作用等。采用可变网格尺寸公式以提高效率模型在大型沿海地区的仿真中的应用。该模型可以应用于不规则的海岸线,并考虑了波浪形成对沿海洪水的影响。该模型旨在集成到更全面的形态模型中,这是未来研究的任务。;根据物理实验获得的数据对数值模型进行了校准和验证。这些模拟清楚地证明了在腹股沟处存在波流相互作用的重要性。

著录项

  • 作者

    Badiei, Peyman.;

  • 作者单位

    Queen's University (Canada).;

  • 授予单位 Queen's University (Canada).;
  • 学科 Engineering Civil.;Engineering Marine and Ocean.
  • 学位 Ph.D.
  • 年度 1996
  • 页码 293 p.
  • 总页数 293
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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