Configuration Analysis of Deepwater S-Lay Pipeline

The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure, axial tension, and bending moment. Meanwhile, the pipeline configuration has a remarkable effect on the structural behaviour of the tube. The speci...

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Bibliographic Details
Published inChina ocean engineering Vol. 25; no. 3; pp. 519 - 530
Main Author 龚顺风 陈凯 陈源 金伟良 李志刚 赵冬岩
Format Journal Article
LanguageEnglish
Published Heidelberg Chinese Ocean Engineering Society 01.09.2011
Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China%Offshore Oil Engineering Co. Ltd., Tianjin 300452, China
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ISSN0890-5487
2191-8945
DOI10.1007/s13344-011-0042-5

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Summary:The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure, axial tension, and bending moment. Meanwhile, the pipeline configuration has a remarkable effect on the structural behaviour of the tube. The special studies focus on the deepwater S-lay technique in the present paper. The stiffened catenary theory is applied to establish the static equilibrium governing differential equation of a pipe element, and the solution equations of the total pipeline configuration from a lay-barge over a stinger to the seabed are derived, The numerical iteration method for solving pipeline configuration is described in detail, and the corresponding program is developed to conduct the analysis of effects of various parameters such as laying water depth, pipe diameter, thickness of concrete weighted coating layer, stinger length, control strain, and axial tension on pipeline configuration. The results show that the laying water depth, the submerged weight of the pipe, and the axial tension are the critical factors influencing pipeline configuration. In addition, geometrical parameters of the stinger such as length, radius, and shape have an important effect on the pipe-laying capacity of the vessel. The validity of the program is further verified by means of a comparison with results obtained from the commercial finite element software OFFPIPE.
Bibliography:32-1441/P
GONG Shun-feng, CHEN Kai CHEN Yuan JIN Wei-liang , LI Zhi-gang and ZHAO Dong-yan ( a Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China b Offshore Oil Engineering Co. Ltd., Tianjin 300452, China)
offshore pipeline; S-lay; stiffened caten'ary theory; stinger; configuration
The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure, axial tension, and bending moment. Meanwhile, the pipeline configuration has a remarkable effect on the structural behaviour of the tube. The special studies focus on the deepwater S-lay technique in the present paper. The stiffened catenary theory is applied to establish the static equilibrium governing differential equation of a pipe element, and the solution equations of the total pipeline configuration from a lay-barge over a stinger to the seabed are derived, The numerical iteration method for solving pipeline configuration is described in detail, and the corresponding program is developed to conduct the analysis of effects of various parameters such as laying water depth, pipe diameter, thickness of concrete weighted coating layer, stinger length, control strain, and axial tension on pipeline configuration. The results show that the laying water depth, the submerged weight of the pipe, and the axial tension are the critical factors influencing pipeline configuration. In addition, geometrical parameters of the stinger such as length, radius, and shape have an important effect on the pipe-laying capacity of the vessel. The validity of the program is further verified by means of a comparison with results obtained from the commercial finite element software OFFPIPE.
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ISSN:0890-5487
2191-8945
DOI:10.1007/s13344-011-0042-5