TECHNICAL NOTES
Feb 1, 1983

Solitary Wave Diffraction around Large Cylinder

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 109, Issue 1

Abstract

The diffraction of a solitary wave around a vertical surface-piercing circular cylinder is described to a first approximation, and the resulting forces on the cylinder are calculated. This represents a limiting case of a cnoidal wave diffraction solution given previously, and in order to treat this limit the incident wave is represented in terms of a Fourier integral rather than a Fourier series. The maximum force coefficient and the dimensionless runup depend on a single parameter which replaces the usual diffraction parameter. A criterion for diffraction to be significant for shallow water waves is established and depends upon both the diffraction parameter as well as the additional parmater used here.

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References

1.
Isaacson, M. de St. Q., “Shallow Wave Diffraction around Large Cylinder,” Journal of the Waterway, Port, Coastal, and Ocean Division, ASCE, Vol. 103, WW1, Proc. Paper 12756, Feb., 1977, pp. 69–82.
2.
Isaacson, M. de St. Q., “Wave Runup around Large Circular Cylinder,” Journal of the Waterway, Port, Coastal, and Ocean Division, ASCE, Vol. 104, No. WW1, Proc. Paper 13563, Feb., 1978, pp. 60–79.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 109Issue 1February 1983
Pages: 121 - 127

History

Published online: Feb 1, 1983
Published in print: Feb 1983

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Authors

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Michael de St. Q. Isaacson, M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, British Columbia, Canada

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