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Application of a buoyancy-modified k-ω SST turbulence model to simulate wave run-up around a monopile subjected to regular waves using OpenFOAM®

机译:应用OpenFOAM®将浮力修正的k-ωSST湍流模型应用于模拟承受规则波浪的单桩周围的波浪上升

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摘要

The objective of the present work is to investigate wave run-up around a monopile subjected to regular waves inside a numerical wave flume using the Computational Fluid Dynamics (CFD) toolbox OpenFOAM®. Reynolds-Averaged Navier-Stokes (RANS) turbulence modelling is performed by applying the k-ω SST model. Boundary conditions for wave generation and absorption are adopted from the IHFOAM toolbox. Simulations of propagating water waves show sometimes excessive wave damping (i.e. a significant decrease in wave height over the length of the numerical wave flume) based on RANS turbulence modelling. This anomaly is prevented by implementing a buoyancy term in the turbulent kinetic energy equation. The additional term suppresses the turbulence level at the interface between water and air. The proposed buoyancy-modified k-ω SST turbulence model results in an overall stable wave propagation model without significant wave damping over the length of the flume. Firstly, the necessity of a buoyancy-modified k-ω SST turbulence model is demonstrated for the case of propagating water waves in an empty wave flume. Secondly, numerical results of wave run-up around a monopile under regular waves using the buoyancy-modified k-ω SST turbulence model are validated by using experimental data measured in a wave flume by De Vos et al. (2007). Furthermore, time-dependent high spatial resolutions of the numerically obtained wave run-up around the monopile are presented. These results are in line with the experimental data and available analytical formulations.
机译:本工作的目的是使用计算流体动力学(CFD)工具箱OpenFOAM®研究在数值波槽内经受规则波作用的单桩周围的波传播。雷诺平均纳维斯托克斯(RANS)湍流建模是通过应用k-ωSST模型进行的。 IHFOAM工具箱采用了产生和吸收波的边界条件。基于RANS湍流建模,传播水波的模拟有时会显示出过度的波衰减(即,波高在数值波槽的整个长度上显着降低)。通过在湍动能方程中实现浮力项可以防止这种异常。附加项抑制水和空气之间的界面处的湍流水平。提出的浮力修正型k-ωSST湍流模型可形成整体稳定的波传播模型,而在整个烟道长度上没有明显的波衰减。首先,论证了在空浪水槽中传播水浪的情况下,需要进行浮力修正的k-ωSST湍流模型的必要性。其次,利用浮力修正的k-ωSST湍流模型,通过使用De Vos等人在波浪槽中测得的实验数据,验证了规则波下单桩周围波浪上升的数值结果。 (2007)。此外,提出了在单桩周围数值获得的波上升的时间相关的高空间分辨率。这些结果与实验数据和可用的分析公式一致。

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