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Simulation of Flow Field in the Process of Wave Impact on Beam-plate Structures

机译:波浪对梁板结构的冲击过程中的流场模拟

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In order to study the characteristics of flow field in the process of wave impact, two-dimensional regular wave numerical models were established based on the software FLUENT. Reynolds-Averaged Navier-Stokes equations were adopted. The standard k - ε equations were used to dose the Reynolds equations. Volume of fluid method was used to reconstruct the free surface. Through a few typical cases of wave slamming on beam-plate structures of open piled wharves were reproduced, the models were verified by experimental data and the wave impact process could be displayed visually. With calculations, the characteristics of flow field in the wave impacting were investigated. Parametric studies had been carried out for different wave steepness, relative clearance and relative structure width, and then the influences of the three parameters on the flow field were analyzed. Finally, the statistical relationship between the wave impact pressures and corresponding vertical velocities of fluid were analyzed. The work is significant for mastering more mechanism of wave impact.
机译:为了研究波浪冲击过程中的流场特性,基于FLUENT软件建立了二维规则波浪数值模型。采用了雷诺平均Navier-Stokes方程。使用标准的k-ε方程对Reynolds方程进行配量。流体体积法用于重建自由表面。通过重现开敞式码头码头横梁板结构上波浪撞击的一些典型案例,通过实验数据对模型进行了验证,并且可以直观地显示波浪撞击过程。通过计算,研究了波浪冲击中的流场特征。针对不同的波陡度,相对游隙和相对结构宽度进行了参数研究,然后分析了这三个参数对流场的影响。最后,分析了波浪冲击压力与流体相应垂直速度之间的统计关系。这项工作对于掌握更多的波浪冲击机制具有重要意义。

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