Computational Fluid Dynamics Modelling of Pipe-Soil Interaction in Current

被引:0
作者
Iyalla, I. [1 ]
Umah, K. [1 ]
Hossain, M. [2 ]
机构
[1] Robert Gordon Univ, Energy Ctr, Sch Engn, Schoolhill, Aberdeen AB10 1FR, Scotland
[2] Robert Gordon Univ, Sch Engn, Aberdeen AB10 1FR, Scotland
来源
WORLD CONGRESS ON ENGINEERING, WCE 2010, VOL II | 2010年
关键词
Horizontal force; Pipeline; Stability; Total lateral soil resistance;
D O I
暂无
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
Subsea pipelines are subjected to wave and steady current loads which cause pipeline stability problems. Current knowledge and understanding on the pipeline on-bottom stability is based on the research programmes from the 1980's such as the Pipeline Stability Design Project (PIPESTAB) and American Gas Association (AGA) in Joint Industry Project. These projects have mainly provided information regarding hydrodynamic loads on pipeline and soil resistance in isolation. In reality, the pipeline stability problem is much more complex involving the cyclic hydrodynamics loadings, pipeline response, soil resistance, embedding and pipe-soil-fluid interaction. In this work Computational Fluid Dynamics (CFD) modelling is used to determine the submerged weight necessary for pipeline lateral stability, and the effect of soil embedment and soil porosity on pipeline lateral stability. The results show that increase in pipeline submerged weight, soil embedment and soil porosity increases pipeline lateral stability. The use of CFD provided a better understanding of the complex physical processes of pipe-soil-fluid interaction, and also reduces the need for expensive test facilities and complex design complications.
引用
收藏
页码:1539 / 1543
页数:5
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