Page 122 - Pipelines and Risers

Hydrodynamics around Pipes 95

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Figure 6.8 CL in shear and shear-free flow for lo3< < 30 x lo4.

6.6 References

1. Dean, R.G., Perlin, M. (1986), “Intercomparison of Near-Bottom Kinematics by Several
Wave Theories and Field and Laboratory Data”, Coastal Engineering, 9.
2. DNV (1998), “Guideline No. 14 - Free-Spanning Pipelines”, Det Norske Veritas.
3. Faltinsen, O.M., (1990) “Sea loads on Ships and Offshore Structures”, Cambridge
University Press.
4. Fredsge, B. and Sumer, B.M., (1997) “Hydrodynamics around Cylindrical Structures”,
World Scientific Publishing Co.
5. Gran, S., (1992) “A Course in Ocean Engineering”, Elsevier.
6. Hibbit, Karlsson and Sorensen, (1998) “ABAQUS User Manuals, Version 5.7”.
7. Kirkgoz, M.S., (1986) “Particle Velocity Prediction of the Transformation Point of
Plunging Breakers”, Coastal Engineering, Vol. 10.
8. Langen, I., Gudrnestad, O.T., Haver, S., Gilje, W. and Tjelta, T.I., (1997) “Forelesninger i
Marin Teknologi”, Hggskolen i Stavanger.