TECHNICAL PAPERS
Nov 1, 1989

Wave‐Tubular Member—Wave and Current Interaction

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115, Issue 6

Abstract

The in‐line hydrodynamic forces on submerged tubular members have been investigated experimentally for different positional depths (z/h), relative clearances (e/D), diameter‐to‐water depth ratios (D/h), and horizontal gap‐to‐diameter ratios (G/D). The forces due to wave‐current interaction on the tubular members near the free surface show an increase of about 40% for D/h=0.20, compared with the force due to wave action only. For the tubular members located near the bed, the increase is on the order of 80%, irrespective of D/h. The results indicate that tubular members behave as an independent unit for G/D>2.7, and the varation of dimensionless force FDIM with z/h, instead of in terms of e/D, is a unique approach. Variation of drag and inertia coefficients indicate that these coefficients are functions of z/h, D/h, and G/D, in addition to Reynolds number. Scale effects on the prototype prediction of force are also critically discussed.

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References

1.
Bijker, E. W., and Leeuwestin, W. (1984). “Interaction between pipelines and the seabed under the influence of waves and currents.” Seabed mechanics, Bruc Denniess, ed., Graham and Trotman, London, U.K., 235–242.
2.
Brevik, I. (1980). “Flume experiment on waves and currents II. “Smooth bed.” J. Coast. Engrg., 4(1), 80–110.
3.
Fredsoe, J., and Hansen, E. A. (1987). “Lift forces on pipelines in steady flow.” J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 113(2), 139–155.
4.
Gisvold, K. M. (1980). “Model testing of offshore structures, underwater technology.” Proc., Offshore Petroleum Conf., 395–415.
5.
Hales, L. Z., and Herbich, J. B. (1972). “Tidal inlet current ocean wave interaction.” Proc., 13th Coastal Engrg. Conf., ASCE, 669–686.
6.
Ismail, N. M. (1984). “Wave‐current models for design of marine structures.” J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 110(4), 432–447.
7.
Li, Y.‐C., and Herbich, J. B. (1984). “Wave length and celerity for interacting waves and currents.” Proc. 3rd Int. Offshore Mechanics and Arctic Engrg. Symp., 114–118.
8.
Pranesh, M. R., and Mani, J. S. (1988). “Similitude engineering—Ocean structures interaction.” J. Oc. Engrg., 15(2), 189–200.
9.
Teng, C. C., and Nath, J. H. (1985). “Forces on horizontal cylinder towed in waves.” J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 111(6), 1022–1041.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115Issue 6November 1989
Pages: 760 - 774

History

Published online: Nov 1, 1989
Published in print: Nov 1989

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Authors

Affiliations

M. R. Pranesh
Prof., Ocean Engrg. Ctr., Indian Inst. of Tech., Madras 600 036, India
J. S. Mani
Sr. Sci. Ofcr., Ocean Engrg. Ctr., Indian Inst. of Tech., Madras 600 036, India

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