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TECHNICAL PAPERS

A Response-Based Method for Developing Joint Metocean Criteria for On-Bottom Pipeline Stability

[+] Author and Article Information
Kevin C. Ewans

Shell Global Solutions International B.V., P.O. Box 60, 2280 AB Rijswijk, The Netherlandse-mail: k.ewans@siep.shell.com

J. Offshore Mech. Arct. Eng 125(2), 119-125 (Apr 16, 2003) (7 pages) doi:10.1115/1.1555114 History: Received July 01, 2001; Revised April 01, 2002; Online April 16, 2003
Copyright © 2003 by ASME
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References

Figures

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Weight sensitivity about the base case metocean conditions —Us=0.812 m/s,T2u=8.44 s,θ=65.2°,ϕ=0.933,Uc=0.767 m/s
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Predicted weight response (Eq. (3)) versus simulated response for the 350 parameter set
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Estimates of the North Sea 100-year return period speed of the normal components of Us and Uc, following the traditional (“trad”) and response-based (“resp”) approaches
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Return periods of the wave-induced or steady currents associated with the 100-year return-period value of respectively the steady or wave-induced (“dominant”) parameter, for the North Sea location
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Estimates of the West Africa 100-year return period speed of the normal components of Us and Uc, following the traditional (“trad”) and response-based (“resp”) approaches
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Return periods of the wave-induced or steady currents associated with the 100-year return-period value of respectively the steady or wave-induced (“dominant”) parameter, for the West African location
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Normalized weight response as a function of return-period, for the North Sea location
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Normalized weight response as a function of return-period, for the North Sea location

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