Numerical Modeling of Suction and Trench Formation at the Touchdown Zone of Steel Catenary Riser
Publication: International Journal of Geomechanics
Volume 16, Issue 1
Abstract
Steel catenary risers (SCR) are widely used in deepwater oil and gas production. The riser–seabed–water interaction near the touchdown zone is one of the main concerns in the design of fatigue life of SCR. During upward displacement, suction develops under the riser and a trench might be formed when it separates from the seabed near the touchdown point. In the subsequent downward movement, the riser penetrates through this trench to the seabed. Therefore, modeling of suction and trench formation is very important. In the existing models available in the literature for uplift resistance, these factors are incorporated using empirical relationships. It is also recognized that the available finite-element (FE) modeling techniques for this large-deformation problem are computationally very expensive, although penetration behavior can be simulated. In the present research program, both penetration and uplift behavior are simulated using FE and computational fluid dynamics (CFD) approaches. The simulation results for penetration are presented in Hawlader et al. (2014). In this paper, CFD simulations of uplift resistance, suction and trench formation using ANSYS CFX are discussed. A new model for undrained shear strength of soft clay is proposed that is applicable to a wide range of shear strain rates. The effects of strain rate and strength degradation are incorporated properly in ANSYS CFX and simulations are performed for one penetration-uplift cycle. Comparing with empirical models developed from experimental results and also with FE results for idealized conditions, it is shown that the present CFX model can simulate the suction and uplift resistance. Moreover, the CFX model developed in this study using the subdomain approach is computationally very efficient. The suction under the riser is the main source of uplift resistance for shallow embedments. The parametric study shows that the maximum uplift resistance and depth of trench depend on uplift velocity and the undrained shear strength of clay.
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Acknowledgments
The work presented in this paper has been funded by Natural Sciences and Engineering Research Council of Canada, MITACS and C-CORE. Some valuable technical comments from Dr. Arash Zakeri at BP America, Inc. are gratefully acknowledged.
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International Journal of Geomechanics
Volume 16 • Issue 1 • February 2016
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© 2015 American Society of Civil Engineers.
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Received: Oct 1, 2014
Accepted: Feb 12, 2015
Published online: Jun 17, 2015
Discussion open until: Nov 17, 2015
Published in print: Feb 1, 2016
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