Abstract
On-bottom stability is one of the most critical elements in the design of submarine pipelines. Empirical research into vertical and horizontal stability during installation and operation of both buried and unburied structures began with ancient harbor structures. This entered into a new phases with the mid-19th Century transatlantic cable crossings and ocean outfalls of the 1890s. While sanitary and environmental engineers have looked at the behavior of effluents in the sea, the increasing development of offshore petroleum production since about 1950 has sparked most of the theoretical and empirical studies of on-bottom stability that are identified in this chapter and that constitute the operational extensions to Terzaghi’s classic work (24).
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References
ASCE Committee on Pipeline Installation. 1961. Rational design for pipelines across inundated areas. Proceedings, Pipeline Division, Amer. Soc. Civil Engrs, New York.
Bernetti,R., Bruschi.R., Valentini, V.,and Venturi, H. 1990. Pipelines placed on erodible seabeds. Proc. 9th International Conference on Offshore Mechanics and Arctic Engineering, Vol. V, 155–163. Houston.
Brennodden, H., Sotberg,T., Leing, J., and Verley, R. 1989. An energy-based pipe-soil interaction model. Paper 6057. Proc. 21st Offshore Technology Conference, Houston.
Bijker, R., Staub, C., Fredsøe, and Sumer, B.M. 1991. Scour-induced free spans. 23rd Offshore Technology Conference. Houston.
Brennoden, H., Sueggen, D., Wagner, D.A., and Murff, J.D. 1986. Fullscale pipe-soil interaction tests. Paper 5378. Proc. 18th Offshore Technology Conference, Houston.
Bryndum, B., Jacobson, V., and Brand, M.B. 1983. Hydrodynamic forces from wave and current loads on marine pipelines. Paper 4454. Proc. 16th Offshore Technology Conference. Houston.
Bryndum, B., Jacobson, V., and Tsahalis, D.T. 1988. Hydrodynamic forces on pipelines: model tests. Proc. 7th Offshore Mechanics and Arctic Engineering Conference. Houston, 9–21.
CERC. 1984. Shore Protection Manual, 2 vols. Coastal Engineering Research Center, Vicksburg, MS.
Det Norske Ventas. On-bottom stability design of submarine pipelines. Recommended Practice E 30. Oslo.
Foster, T., Jacobson, V., Brøker, I., and Johnson, H. 1994. A deterministic approach to burial depth requirements for pipeline shore approach design on an eroding coast. Proc. 10th Conference and Exhibition. Offshore East Asia.
French, J.A., Gustafson, P., Mark, J.S., and Burn-Lucht., K.M. 1994. Offshore rescue. Civil Engineering, October 1994.
Grace, R.A. 1978. Marine Outfall Systems Planning, Design, and Construction. Prentice Hall. Englewood Cliffs.
Grace, R.A., Nicinski, R.A. 1976 Wave force coefficients from pipeline research in the ocean. Paper 2676. Proc. 8th Offshore Technology Conference. Houston.
Graveson, H., and Fredsøe, E. 1983. Modeling of liquefaction, scour, and natural backfilling processes ii relation to marine pipelines. Proc., Offshore Oil and Gas Pipeline Technology European Seminar, Copenhagen, February 1983.
Hale, J.R., Jackson, V., and Lammert, W.F. 1989. Improved basis for static stability analysis and design of marine pipelines. Paper 6059. Proc., 21st Offshore Technology Conference. Houston.
Hale, J.R., and Lammert, W.F. 1988. Submarine pipeline on-bottom stability. Pipeline Research Committee report for projects PR-178-516 and PR-178-717. American Gas Association.
Hansen, E.A. 1982. Scour below pipelines and cables: a simple model. Proc. 11th International Conference, Offshore Mechanics and Arctic Engineering, Calgary, Alberta, Canada Vol. V-A, 133–138.
Hansen, E.A., Staub, C., Fredsøe, J., and Suymer, B.J.. 1991. Timedevelopment of scour-induced free spans of pipelines. Proc. 10th Offshore Mechanics and Arctic Engineering
Jocobsen, V., Bryndum, M.B., and Bonde, C.L. 1989. Fluid loads on pipelines - sheltered or sliding. Paper 6056. Proc, 21st Offshore Technology Conference, Houston.
Jackson,, V., Bryndum, M.B., Tsahalis, D.T. 191988. Prediction of irregular wave forces on submarine pipelines. Proc. 7th Offshore Mechanics and Arctic Engineering Conference, Houston. 23–32.
Jacobson, V., Palmer, A.C., Steenfelt, J.S., and Steensen-Bach, J.O. 1988. Lateral resistance of marine pipelines on sand. Paper 2598. Proc. 20th Offshore Technology Conference, Houston.
Jones, W.T. 1976. On-bottom pipeline stability in steady water currents. Paper 5338. Proc. 8th Offshore Technology Conference, Houston.
Lambrakos, K.F., Chao, J.C.„ Beckman,, H., and Brannon, H.B. 1987. Wake model of hydrodynamic forces on pipelines. Ocean Engineering, 14, 2, 117–136.
Terzaghi, Karl. 1971. Theoretical Soil Mechanics, John Wiley and Sons, New York.
Verley, R.L.P., Sothberg, T., and Brennodden, H. 1990. Breakout resistance for a pipeline partially buried in sand. Proc, Offshore Mechanics and Arctic Engineering Symposium, Houston. 121–126.
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© 1996 Springer-Verlag Berlin Heidelberg
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Gunnerson, C.G., French, J.A. (1996). On - Bottom Stability. In: Gunnerson, C.G., French, J.A. (eds) Wastewater Management for Coastal Cities. Environmental Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-79729-3_6
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DOI: https://doi.org/10.1007/978-3-642-79729-3_6
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