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

被引:34
作者
Zhang, Y. [1 ]
Zhao, M. [1 ,2 ]
Kwok, K. C. S. [1 ]
Liu, M. M. [3 ]
机构
[1] Univ Western Sydney, Inst Infrastruct Engn, Penrith, NSW 2751, Australia
[2] Univ Western Sydney, Sch Comp Engn & Math, Penrith, NSW 2751, Australia
[3] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
基金
澳大利亚研究理事会;
关键词
CFD-DEM; Numerical method; Onset of scour; Subsea pipeline; NUMERICAL-SIMULATION; SUSPENDED SEDIMENT; LOCAL SCOUR; BED; FLOW;
D O I
10.1016/j.apm.2015.03.058
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
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.
引用
收藏
页码:7611 / 7619
页数:9
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