Numerical Investigation of Scour Beneath a Subsea Piggyback Pipeline

Jun Huang, G. Yin, M. Ong, Xu Jia
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Abstract

In present study, two-dimensional numerical simulations have been carried out to investigate scour beneath a piggyback pipeline subjected to a subsea boundary layer flow using SedFoam (an open-source multi-dimensional Eulerian two-phase solver for sediment transport based on OpenFOAM). In the piggyback configuration, a small pipeline is attached on the upstream and downstream sides of a large pipeline. This form of piggyback can reduce the scour depth beneath the pipeline (Yang et al., 2019). In the solver, the turbulence Reynolds stress is resolved using a two-phase modified k-ε model. The particle stresses caused by the binary collisions and contacts are modeled by the kinetic theory for granular flow and a phenomenological frictional model, respectively. The effects of the locations of the small pipelines attached on the large pipeline on the scour and the surrounding flow field are discussed.
海底管线冲刷数值研究
在本研究中,使用SedFoam(基于OpenFOAM的开放源代码多维欧拉两相输沙求解器)进行了二维数值模拟,以研究受海底边界层流动影响的背负式管道下的冲刷。在背驮式配置中,一条小管道分别连接在一条大管道的上下游两侧。这种形式的背带可以减少管道下方的冲刷深度(Yang et al., 2019)。在求解器中,湍流雷诺应力采用两相修正k-ε模型求解。由二元碰撞和接触引起的颗粒应力分别用颗粒流动动力学理论和现象学摩擦模型来模拟。讨论了连接在大管道上的小管道的位置对冲刷和周围流场的影响。
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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