近海床海底管道冲刷数值研究

G. Yin, Zhen Cheng, Shengnan Liu, M. Ong
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引用次数: 1

摘要

本研究采用基于OpenFOAM的开源多维欧拉两相求解器SedFoam进行两相流模拟,研究海底附近管道周围的冲刷现象。该模型可以捕捉到从静止床层到缓慢移动的准静态床层和上层输运层的完整输运剖面。流体雷诺应力模型采用两相k-ε模型。分别用颗粒流动动力学理论和现象学摩擦模型模拟了二元碰撞和持久接触引起的颗粒应力。该模型首先通过海底附近一条管道周围的二维(2D)冲刷模拟进行验证。在此基础上,通过数值实验研究了海床附近背带的冲刷现象。研究了小管道不同位置对冲刷深度的影响。
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Numerical Investigation of Scour Around Subsea Pipelines Near the Seabed
In the present study, two-phase flow simulations using SedFoam (an open-source multi-dimensional Eulerian two-phase solver based on OpenFOAM) are employed to investigate the scour phenomenon around pipelines in the vicinity of the seabed. A complete transport profile from the immobile bed, to slowly moving quasi-static bed and upper transport layers can be captured by the present model. The fluid Reynolds stress is modeled using the two-phase k-ε model. The particle stresses due to binary collisions and enduring contacts are modeled by kinetic theory for granular flow and a phenomenological frictional model, respectively. The model is first validated through a two-dimensional (2D) simulation of scour around a single pipeline near the seabed. The predicted time-dependent scour profiles as well as the scour depth are compared with the simulation results of Lee et al. (2016) and the experimental data reported by Mao (1986). A numerical experiment is then carried out to investigate the scour around the piggyback near the seabed. The effects of different locations of the small pipeline on the scour depth are studied.
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