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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >EXPERIMENTAL AND NUMERICAL MODELING OF FLUID-SEABED INTERACTION IN SHALLOW WATER
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EXPERIMENTAL AND NUMERICAL MODELING OF FLUID-SEABED INTERACTION IN SHALLOW WATER

机译:浅水流固耦合的实验与数值模拟

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摘要

For the design and the construction of the defence structures against beach erosion, there is a need to predict and un- derstand the evolution in time of the shape of the sea sandy bed, using different numerical models and control theories. In the present paper a numerical model based on shallow water equations, which is an application of control theory to the evolution of sandy bed, is used in order to propose a formulation for the wave motion based on fluid and structure coupling, using minimization principles. Furthermore, measurements from a physical experiment are used in order to verify the accuracy of the model. The experiment was carried out in a multi directional wave basin at the SOGREAH (LHF facility, G-INP, France) and provided extensive measurements and detailed analysis of combined hydrodynamics and morphodynamics, suggesting a subtle interplay between several feedback mechanisms associated to wavedriven rip current circulations, wave nonlinearities, sediment transport, and seabed evolution. Using the numerical model, wave characteristics and depth profiles have been calculated and compared to experimental results.
机译:为了设计和建造防御海滩侵蚀的防御结构,需要使用不同的数值模型和控制理论来预测和理解海沙床形状随时间的演变。在本文中,使用了基于浅水方程的数值模型,该模型是控制理论在砂层演化中的一种应用,目的是利用最小化原理为基于流体和结构耦合的波浪运动提出公式。此外,使用来自物理实验的测量结果以验证模型的准确性。该实验在SOGREAH(法国G-INP的LHF设施)的多向波盆中进行,并提供了广泛的测量和详细的流体动力学和形态动力学组合分析,表明与波动驱动的裂隙电流相关的几种反馈机制之间存在细微的相互作用环流,波浪非线性,沉积物迁移和海床演化。使用数值模型,已计算出波浪特征和深度剖面并将其与实验结果进行了比较。

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