4.7 Article

Computational fluid dynamics-discrete element method analysis of the onset of scour around subsea pipelines

期刊

APPLIED MATHEMATICAL MODELLING
卷 39, 期 23-24, 页码 7611-7619

出版社

ELSEVIER SCIENCE INC
DOI: 10.1016/j.apm.2015.03.058

关键词

CFD-DEM; Numerical method; Onset of scour; Subsea pipeline

资金

  1. Institute for Infrastructure Engineering at the University of Western Sydney [RGS2014]
  2. Australian Research Council through the ARC Discovery Project [DP130104535]

向作者/读者索取更多资源

In this study, we used a computational fluid dynamics (CFD)-discrete element method (DEM) model to analyze the triggering of sand movement below an offshore pipeline. The advantage of this CFD-DEM model is that it considers the motion and force applied to every individual particle, thereby facilitating detailed simulations of seepage flow and the breakdown of the water-sand mixture beneath the pipeline. The simulation results were similar to previous experimental studies, which showed that scouring occurs after the driving pressure beneath the pipe generates a floating gradient in the sand layer near the wake. Furthermore, the computed critical current velocity that leads to the onset of scour was in reasonable agreement with the observational data. Thus, we consider that CFD-DEM is a promising numerical tool for future investigations of the mechanism that underlies the onset of scour. (C) 2015 Elsevier Inc. All rights reserved.

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