Technical Papers
Oct 24, 2020

Influences of Pipelay Parameters on Dynamic Behavior of Deepwater J-Lay System

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 12, Issue 1

Abstract

J-lay is currently the most appropriate technique for pipeline installations in deep and ultradeep waters. Pipelay parameters can significantly influence the dynamic behavior of deepwater J-lay systems. This study proposed a fully coupled finite-element model (FEM) for deepwater J-lay systems using the software OrcaFlex to predict the dynamic responses of the pipeline and the seabed caused primarily by hydrodynamic loads and vessel motions. Meanwhile, an advanced hysteretic soil model and a bilinear Coulomb friction model were employed to simulate the vertical and lateral pipe-seabed interactions, respectively. The influences of some important pipelay parameters, such as the water depth, departure angle, submerged weight and outer diameter of the pipe, J-lay tower location on the dynamic behavior of the whole pipeline, and the seabed in the touchdown zone (TDZ), were estimated quantitatively. Then, the dynamic laying effects of the pipelines on aspects of the effective tension, bending moment, equivalent stress and strain, pipeline embedment, and seabed resistance were systematically identified. The significant findings provide a comparatively good work basis for the pipelay parameter optimization design of deepwater J-lay systems.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors express their sincere gratitude to the National Natural Science Foundation of China (Grant No. 51779223) for financial support.

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 12Issue 1February 2021

History

Received: Mar 10, 2020
Accepted: Aug 12, 2020
Published online: Oct 24, 2020
Published in print: Feb 1, 2021
Discussion open until: Mar 24, 2021

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Authors

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Tao Zhang, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Shunfeng Gong [email protected]
Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author). Email: [email protected]
Xipeng Wang [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Chengbin Liu, Ph.D. [email protected]
Senior Engineer, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]

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