TECHNICAL PAPERS
May 1, 2006

Computation of Short-Crested Deepwater Waves

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132, Issue 3

Abstract

Short-crested waves are three-dimensional waves that may be generated through a reflection of a two-dimensional Stokes wave on a seawall. Thus, they are more likely to be observed near ports or any consequent marine structure. Two numerical methods are used to compute three-dimensional surface gravity short-crested waves on deepwater. The first method is an asymptotic procedure and the second computes a direct numerical solution. One of the main properties is the four-wave resonance. Such resonance introduces nonuniqueness with several solution branches connected through a turning point. We show that both computational methods are reliable for nonresonant waves, but that the direct numerical method converges faster. For resonant waves, the direct method is more appropriate because all solution branches can be obtained. The asymptotic method computes only one branch of solutions for any given parameter values, and is uncertain around and past any turning point. Stability analysis of the branches shows that, although sporadic, an instability associated with harmonic resonance is more likely to appear for one branch in the vicinity of the turning point. Consequently this could amplify the unstable resonant mode. The nonuniqueness of the solution requires careful attention in every study on the impact of surface waves on marine structures. It is shown here that the wave force exerted on a seawall may change drastically from one branch of solution to another.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The writers thank the SST service at the French Ambassy at Tokyo for their valuable and constant support, in particular M.M. Robert Farhi and Michel Israel. Thanks also go to M. Ivan Conesa for his help and Mrs. Annie Tranchard for her technical support, both from IFREMER. Finally the writers are grateful to the editors and referees who contributed to a substantial improvment of the first draft of the manuscript, in particular through their suggestion to compute one engineering application.

References

Bender, C. M., and Orszag, S. A. (1981). Advanced mathematical methods for scientists and engineers, McGraw-Hill, New York.
Fenton, J. D. (1985). “Wave forces on vertical walls.” J. Waterw., Port, Coastal, Ocean Div., Am. Soc. Civ. Eng., 111(4), 693–718.
Gilewicz, J. (1978). “Approximants de Padé.” Lecture notes in mathematics, Vol. 667, Springer, New York.
Hsu, J. R. C., Tsuchiya, Y., and Silvester, R. (1979). “Third-order approximation to short-crested waves.” J. Fluid Mech., 90, 179–196.
Ioualalen, M., and Kharif, C. (1993). “Stability of three-dimensional progressive gravity waves on deep water to superharmonic disturbances.” Eur. J. Mech. B/Fluids, 12(3), 401–414.
Ioualalen, M., and Kharif, C. (1994). “On the subharmonic instabilities of steady three-dimensional deep water waves.” J. Fluid Mech., 262, 265–291.
Marchant, T. R., and Roberts, A. J. (1987). “Properties of short-crested waves in water of uniform depth.” J. Aust. Math. Soc. Ser. B, Appl. Math., 29, 103–125.
Marchant, T. R., and Roberts, A. J. (1990). “Reflection of nonlinear deep-water waves incident onto a wedge of arbitrary angle.” J. Aust. Math. Soc. Ser. B, Appl. Math., 32, 61–96.
Okamura, M. (1996). “Notes on short-crested waves in deep water.” J. Phys. Soc. Jpn., 65, 2841–2845.
Roberts, A. J. (1983). “Highly nonlinear short-crested water waves.” J. Fluid Mech., 135, 301–321.
Roberts, A. J., and Schwartz, L. W. (1983). “The calculation of nonlinear short-crested gravity waves.” Phys. Fluids, 26(9), 2388–2392.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132Issue 3May 2006
Pages: 157 - 165

History

Received: Aug 31, 2004
Accepted: Apr 27, 2005
Published online: May 1, 2006
Published in print: May 2006

Permissions

Request permissions for this article.

Authors

Affiliations

M. Ioualalen [email protected]
Research Scientist, Institut de Recherche pour le Développement, Géosciences Azur, l’Observatoire Océanologique de Villefranche-Sur-Mer, La Darse, B.P. 48, 06230 Villefranche-Sur-Mer F06235, France (corresponding author). E-mail: [email protected]
M. Okamura
Associate Professor, Research Institute for Applied Mechanics, Kyushu Univ., Kasuga, Fukuoka 816-8580, Japan.
S. Cornier
M.D. Student, Institut de Recherche pour le Développement, Géosciences Azur, l’Observatoire Océanologique de Villefranche-Sur-Mer, La Darse, B.P. 48, 06230 Villefranche-Sur-Mer F-06235, France.
C. Kharif
Professor, Institut de Recherche sur les Phénomènes Hors Equilibre, 49 rue F. Joliot-Curie, B.P. 146, F13384 Marseille Cedex 13, France.
A. J. Roberts
Professor, Dept. of Mathematics and Computing, Univ. of Southern Queensland, Toowoomba, Queensland 4350, Australia.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share