Two-Phase Model for Simulating Current-Induced Scour Beneath Subsea Pipelines at Different Initial Elevations

Jun Y. Lee, Jasmin B. T. McInerney, F. Hardjanto, S. Chai, R. Cossu, Z. Leong, A. Forrest
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Abstract

When a subsea pipeline is laid on an uneven seabed, the pipeline can have an initial elevation, potentially compromising its on-bottom stability; scouring due to flow conditions around the pipe can further exacerbate the problem. We assess the capability of the two-phase Eulerian-Eulerian OpenFOAM solver, twoPhaseEulerFoam, in terms of predicting the equilibrium scour depth beneath a pipe at different initial elevations under a steady current for the live bed condition. The predictions were found to be in good agreement with published experimental and numerical results; however, similar to a recent study involving another two-phase Eulerian-Eulerian model, the scour time scale was under-predicted. The predicted equilibrium scour depth was seen to decrease with an increase in the initial pipe elevation. The numerical results were also compared to predictions that were made using previous empirical equations. The most comprehensive equation to date showed a good agreement with the present numerical results. We conclude that this open-source solver, twoPhaseEulerFoam, can be used to predict the equilibrium scour depth beneath subsea pipelines, with short computation times and negligible mesh dependency.
模拟不同初始标高海底管道下电流冲刷的两相模型
当海底管道铺设在不平坦的海床上时,管道的初始标高可能会影响其在海底的稳定性;由于管道周围的流动条件造成的冲刷会进一步加剧这个问题。我们评估了两相欧拉-欧拉OpenFOAM求解器(twoPhaseEulerFoam)在预测不同初始标高下管道在稳定电流下的平衡冲刷深度方面的能力。这些预测结果与已发表的实验和数值结果非常吻合;然而,与最近一项涉及另一种两相欧拉-欧拉模型的研究类似,冲刷时间尺度被低估了。预测的平衡冲刷深度随着管道初始标高的增加而减小。数值结果也与使用以前的经验方程所作的预测进行了比较。迄今为止最全面的方程与目前的数值结果吻合得很好。我们的结论是,这个开源求解器,twoPhaseEulerFoam,可以用来预测海底管道下的平衡冲刷深度,计算时间短,网格依赖性可以忽略不计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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