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Numerical Simulation of the Submarine Pipeline under Wave Action

机译:波浪作用下海底管道的数值模拟

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A two-dimensional viscous numerical wave flume is established in this study. The Navier-Stokes equations are discretized by Finite Difference Method (FDM). The turbulence is considered by using the standard k-e turbulence model. Volume of Fluid (VOF) method is adopted to capture the free surface of water wave. A virtual inclined porous structure is devised to absorb the wave energy near the end of computational domain. The numerical wave flume was validated by the comparisons with analytical result. Based on the numerical wave flume, the wave field around submarine pipeline was simulated and the numerical results were compared with experimental data. The comparison results show that the present numerical model works well. The maximum horizontal wave force and vertical wave force increase with the wave height.
机译:在这项研究中建立了二维粘性数值波槽。 Navier-Stokes方程通过有限差分法(FDM)离散化。通过使用标准k-e湍流模型来考虑湍流。采用流体体积(VOF)方法捕获水波的自由表面。设计了虚拟的倾斜多孔结构以吸收计算域末端附近的波能。通过与分析结果的比较,验证了数值波浪水槽。基于数值波槽,对海底管道周围的波场进行了模拟,并将数值结果与实验数据进行了比较。比较结果表明,该数值模型工作良好。最大水平波浪力和垂直波浪力随波浪高度而增加。

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