弧形防浪墙上波浪荷载的数值模拟*
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国家自然科学基金项目(51961125103)


Numerical simulation of wave loads on arc crown walls
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    摘要:

    波浪冲击海岸结构物时往往会发生破碎,水的流态也从层流转变为湍流。基于开源计算流体力学工具OpenFOAM建立了数值波浪水槽,使用层流模型和浮力修正的k-ω SST湍流模型模拟弧形防浪墙上的波浪载荷。采用3组网格分析了弧形防浪墙上指定位置处的点压力,验证计算结果的收敛性。为了比较基于层流模型和湍流模型计算结果的精度,将弧形防浪墙上指定位置处的点压力和弧形防浪墙受到的总力的数值结果与相应的试验数据进行比较。结果表明,采用浮力修正的k-ω SST湍流模型可以提供更准确的预测结果。

    Abstract:

    When waves hit coastal structures,fragmentation tends to occur,and the flow pattern of the water changes from laminar to turbulent. The numerical wave flumes have been created based on open source computational fluid dynamic tool OpenFOAM,and laminar flow model and buoyancy modified k-ω SST turbulence model are adopted to simulate wave loads on arc crown walls. The convergence of numerical results is verified by comparing results of pressure at specified positions by three sets of grids. In order to compare the accuracy of the calculation results based on the laminar flow model and the turbulent flow model,the numerical results of the point pressure at the specified position and the total force on the arc crown wall are compared with the corresponding experimental data. The results show that the k-ω SST turbulence model with buoyancy correction can provide more accurate prediction results.

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雷雪莲,那鑫宇,孙 亮,等.弧形防浪墙上波浪荷载的数值模拟*[J].水运工程,2022(7):8-14.

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  • 在线发布日期: 2022-07-04
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