TECHNICAL PAPERS
Sep 1, 1992

Time‐Domain Second‐Order Wave Diffraction in Three Dimensions

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 118, Issue 5

Abstract

A time‐domain second‐order method is developed to study nonlinear wave diffraction around a surface‐piercing body of arbitrary shape in three dimensions. The free‐surface boundary conditions and the radiation condition are satisfied to second order by a numerical integration in time, and the field solution at each time step is obtained by an integral equation method based on Green's theorem, The solution is separated into a known incident potential and a scattered potential to be determined. The radiation condition applied to the scattered potential is modified to incorporate a time‐dependent celerity to account for transient and second‐order effects. With initial conditions corresponding to a Stokes second‐order wave field in the domain, the scattered potential is allowed to develop in time and space through the imposition of the body‐surface boundary condition. The computed wave force and free‐surface elevation components at second order are compared with previous theoretical results for the case of a surface‐piercing circular cylinder and a favorable agreement is indicated.

Get full access to this article

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

References

1.
Abul‐Azm, A. G., and Williams, A. N. (1988). “Second‐order diffraction loads on truncated cylinders.” J. Wtrwy., Port, Coast. and Oc. Engrg., ASCE, 114(4), 436–454.
2.
Cheung, K. F. (1991). “Time‐domain solution for second‐order wave diffraction,” Ph.D. thesis Univ. of British Columbia, Vancouver, B.C., Canada.
3.
Dommermuth, D. G., and Yue, D. K. P. (1987). “Numerical simulations of nonlinear axisymmetric flows with a free surface.” J. Fluid Mech., 178, 195–219.
4.
Eatocic Taylor, R., and Hung, S. M. (1987). “Second order diffraction forces on a vertical cylinder in regular waves.” Appl. Oc. Res., 9(1), 19–30.
5.
Eatock Taylor, R., Hung, S. M., and Chau, F. P. (1989). “On the distribution of second order pressure on a vertical circular cylinder.” Appl. Oc. Res., 11(4), 183–193.
6.
Grosenbaugh, M. A., and Yeung, R. W. (1989). “Nonlinear free‐surface flow at a two‐dimensional bow.” J. Fluid Mech., 209, 57–75.
7.
Hogben, N., and Standing, R. G. (1974). “Wave loads on large bodies.” Proc. Int. Symp. Dynamics of Marine Vehicles and Structures in Waves, Institution of Mechanical Engineers, 258–277.
8.
Isaacson, M. (1982). “Nonlinear wave effects on fixed and floating bodies.” J. Fluid Mech., 120, 267–281.
9.
Isaacson, M., and Cheung, K. F. (1990). “Time‐domain solution for second‐order wave diffraction.” J. Wtrwy., Port, Coast. and Oc. Engrg., ASCE, 116(2), 191–210.
10.
Isaacson, M., and Cheung, K. F. (1991). “Second‐order wave diffraction around two‐dimensional bodies by time‐domain method.” Appl. Oc. Res., 13(4), 175–186.
11.
Kim, M. H., and Yue, D. K. P. (1989). “The complete second‐order diffraction solution for an axisymmetric body. Part 1. Monochromatic incident waves.” J. Fluid Mech., 200, 235–264.
12.
Kim, M. H., and Yue, D. K. P. (1990). “The complete second‐order diffraction solution for an axisymmetric body. Part 2. Bichromatic incident waves and body motions.” J. Fluid Mech., 211, 557–593.
13.
Kriebel, D. L. (1990). “Nonlinear wave interaction with a vertical circular cylinder. Part I: diffraction theory.” Oc. Engrg., 17(4), 345–377.
14.
Newman, J. N. (1990). “Second‐harmonic wave diffraction at large depths.” J. Fluid Mech., 213, 59–70.
15.
Orlanski, I. (1976). “A simple boundary condition for unbounded hyperbolic flows.” J. Comp. Physics, 21, 251–269.
16.
Vinje, T., and Brevig, P. (1981). “Numerical calculations of forces from breaking waves.” Proc. Int. Symp. Hydrodynamics in Ocean Engrg., Trondheim Hydrodynamics Laboratory, 547–566.
17.
Wu, G. X., and Eatock Taylor, R. (1990). “The second order diffraction force on a horizontal cylinder in finite water depth.” Appl. Ocean Res., 12(3), 106–111.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 118Issue 5September 1992
Pages: 496 - 516

History

Published online: Sep 1, 1992
Published in print: Sep 1992

Permissions

Request permissions for this article.

Authors

Affiliations

Michael Isaacson, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, B.C., Canada, V6T 1Z4
Kwok Fai Cheung
Design Engr., Sandwell Inc., Vancouver, B.C., Canada, V6Z 2H6; formerly, Res. Assoc., Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, B.C., Canada

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