TECHNICAL PAPERS
Jul 1, 1999

General Third-Order Solutions for Irregular Waves in Deep Water

Publication: Journal of Engineering Mechanics
Volume 125, Issue 7

Abstract

The third-order analytical solutions for the strong interactions among three free-wave components are derived using two well-known perturbation methods, namely, the mode-coupling method and the Zakharov equation method. A term-by-term comparison of their solutions shows that the two methods render virtually identical results. The validity and convergence range of the solution are investigated for the interacting free-wave components of various frequencies but within the frequency range of storm seas. It is found that the solution may encounter two types of convergence difficulties, which occur, respectively, in the cases (1) when two of the interacting free-wave components are of quite different frequencies; and (2) when two of the interacting free-wave components are very close in frequency but the frequency of the third free-wave component is relatively larger or smaller.

Get full access to this article

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

References

1.
Benney, D. J. (1962). “Nonlinear gravity wave interactions.” J. Fluid Mech., Cambridge, U.K., 14, 577–584.
2.
Brueckner, K. A., and West, B. J. (1988). “Vindication of mode-coupled description of multiple scale water wave fields.” J. Fluid Mech., Cambridge, U.K., 196, 585–592.
3.
Chen, L. ( 1996). “General solution for strong wave-wave interaction in deep water,” PhD dissertation, Oc. Engrg. Program, Texas A&M University, College Station, Tex.
4.
Chen, L., and Zhang, J. (1996). “On interaction between intermediate-depth long waves and deep-water short waves.” J. Oc. Engrg., 25, 395–423.
5.
Hasselmann, K. (1962). “On the nonlinear energy transfer in a gravity-wave spectrum. Part 1: General theory.” J. Fluid Mech., Cambridge, U.K., 12, 481–500.
6.
Hogan, S. J., Gruman, I., and Stiassnie, M. (1988). “On the changes in phase speed of one train of water waves in the presence of another.” J. Fluid Mech., Cambridge, U.K., 192, 97–114.
7.
Holliday, D. (1977). “On nonlinear interactions in a spectrum of inviscid gravity-capillary surface waves.” J. Fluid Mech., Cambridge, U.K., 84, 737–749.
8.
Longuet-Higgins, M. S., and Phillips, O. M. (1962). “Phase velocity effects in tertiary wave interactions.” J. Fluid Mech., Cambridge, U.K., 12, 333–336.
9.
Longuet-Higgins, M. S., and Stewart, R. W. (1960). “Changes in the form of short gravity waves on long waves and tidal currents.” J. Fluid Mech., Cambridge, U.K., 8, 565–583.
10.
Phillips, O. M. (1960). “On the dynamics of unsteady gravity waves of finite amplitude. Part 1: The elementary interactions.” J. Fluid Mech., Cambridge, U.K., 9, 193–217.
11.
Pierson, W. J. Jr. (1993). “Oscillatory third-order perturbation solutions for sums of interacting long-crested stokes waves on deep water.” J. Ship Res., 37(4), 354–383.
12.
Stiassnie, M., and Shemer, L. (1984). “On modifications of the Zakharov equation for surface gravity waves.” J. Fluid Mech., Cambridge, U.K., 143, 47–67.
13.
West, B. J., Watson, K. M., and Thomson, A. J. (1974). “Mode coupling description of ocean wave dynamics.” Phys. Fluids, 17, 1059–1067.
14.
Yuen, H. C., and Lake, B. M. (1982). “Nonlinear dynamics of deep-water gravity waves.” Advanced Appl. Mech., 22, 67–229.
15.
Zakharov, V. E. (1968). “Stability of periodic waves of finite amplitude on the surface of a deep fluid.” J. Appl. Mech. and Tech. Phys., 9, 190–194.
16.
Zhang, J., Chen, L., Ye, M., and Randall, R. E. (1996). “Hybrid wave model for unidirectional irregular waves. Part I: Theory and numerical scheme.” Appl. Oc. Res., 18, 93–110.
17.
Zhang, J., Hong, K., and Yue, D. K. P. (1993). “Effects of wavelength ratio on wave modeling.” J. Fluid Mech., Cambridge, U.K., 248, 107–127.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 7July 1999
Pages: 768 - 779

History

Received: Sep 24, 1998
Published online: Jul 1, 1999
Published in print: Jul 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Member, ASCE,
Assoc. Prof., Oc. Engrg. Program, Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843-3136.
Res. Engr., McDermott Hudson Engrg. Co., 801 North Eldridge St., P.O. Box 218218, Houston, TX 77218.

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