TECHNICAL PAPERS
Nov 1, 2006

Modeling Near-Shore Waves, Surface Rollers, and Undertow Velocity Profiles

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132, Issue 6

Abstract

This paper presents a theoretical model for the prediction of near-shore hydrodynamics in the surf zone along long straight beaches. The waves may be periodic or narrow-banded random waves, and the beach profile may be plane or barred. The theoretical model consists of three components: wave model, surface roller model, and near-shore mean current model. Both wave and surface roller models are based on simple energy balance equations and all the variables applied for the current model are determined in terms of wave energies. The near-shore mean current model consists of two-layer 2DH momentum equations, integrated above the wave trough level and over the entire depth, which determine mean shear stresses at the trough level and on the bottom, respectively. Coupled with a simple turbulent eddy viscosity model, analytical solutions are obtained for the vertical mean shear current profiles. The bottom boundary condition is specified by a wave–current bottom boundary layer model requiring knowledge of the equivalent bottom roughness. Model predictions of undertow velocity profiles compare favorably with experimental observations which were not used in the model’s development.

Get full access to this article

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

Acknowledgments

The support for the present research received from U.S. Army Corps of Engineers Engineer Research and Development Center’s Coastal and Hydraulics Laboratory under Contract No. UNSPECIFIEDDACA42-01-C-0017 is gratefully acknowledged. It should also be gratefully acknowledged that the first writer was supported by Penta-Ocean Construction Co., Ltd., during initial phases of the research reported here.

References

Battjes, J. A. (1975). “Modeling of turbulence in the surf zone.” Proc., Symp. on Modeling Technique, ASCE, Reston, Va., 1050–1061.
Battjes, J. A., and Janssen, J. P. F. M. (1978). “Energy loss and set-up due to breaking of random waves.” Proc., 16th Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 569–587.
Cox, D. T., and Kobayashi, N. (1997). “Undertow profiles in the bottom boundary layer under breaking waves.” Proc., 25th Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 3194–3206.
Dally, W. R., and Brown, C. A. (1995). “A modeling investigation of the breaking wave roller with application to cross-shore current.” J. Geophys. Res., 100(C12), 873–883.
Dally, W. R., Dean, R. G., and Dalrymple, R. A. (1985). “Wave height variation across beaches of arbitrary profile.” J. Geophys. Res., 90(C6), 11,917–11,927.
De Vriend, H. J., and Stive, M. J. F. (1987). “Quasi-3D modeling of nearshore currents.” Coastal Eng., 11, 565–601.
Deigaard, R., Justesen, P., and Fredsoe, J. (1991). “Modeling of undertow by a one-equation turbulence model.” Coastal Eng., 15, 431–458.
Garcez Faria, A. F., Thornton, E. B., Lippmann, T. C., and Stanton, T. P. (2000). “Undertow over a barred beach.” J. Geophys. Res., 105(C7), 16,999–17,010.
Hamilton, D. G., and Ebersole, B. A. (2001). “Establishing uniform longshore currents in a large-scale laboratory facility.” Coastal Eng., 42, 199–218.
Madsen, O. S. (1995). “Spectral wave-current bottom boundary layer flows.” Proc., 24th Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 384–398.
Madsen, O. S., and Salles, P. (1999). “Eddy viscosity models for wave boundary layers.” Proc., 26th Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 2615–2627.
Mei, C. C. (1989). “The applied dynamics of ocean surface waves.” Advanced Series on Ocean Engineering, Vol. 1, World Scientific, Singapore.
Nwogu, O. (1993). “Alternative form of Boussinesq equations for nearshore wave propagation.” J. Waterway, Port, Coastal, Ocean Eng., 119(6), 618–638.
Okayasu, A., and Katayama, H. (1993). “Distribution of undertow and long-wave component velocity due to random waves.” Proc., 23rd Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 883–893.
Okayasu, A., Shibayama, T., and Horikawa, K. (1989). “Vertical variations of undertow in the surf zone.” Proc., 21st Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 478–491.
Putrevu, U., and Svendsen, I. A. (1993). “A mixing mechanism in the nearshore region.” Proc., 23rd Int. Conf on Coastal Engineering, ASCE, Reston, Va., 2758–2771.
Reniers, A. J. H. M., Thornton, E. B., Stanton, T. P., and Roelvink, J. A. (2004). “Vertical flow structure during Sandy Duck: Observations and modeling.” Coastal Eng., 51, 237–260.
Spielmann, K., Astruc, D., and Thusal, O. (2004). “Analysis of some key parameterizations in a beach profile morphodynamical model.” Coastal Eng., 51, 1021–1049.
Stive, M. J. F., and Wind, H. G. (1986). “Cross-shore mean flow in the surf zone.” Coastal Eng., 10, 325–340.
Svendsen, I. A. (1984). “Mass flux and undertow in a surf zone.” Coastal Eng., 8, 303–329.
Svendsen, I. A., Schaffer, A. A., and Hansen, J. B. (1987). “The interaction between the undertow and the boundary layer flow on a beach.” J. Geophys. Res., 92(C11), 11,845–11,856.
Tajima, Y. (2004). “Waves, currents, and sediment transport in the surf zone along long, straight beaches.” Ph.D. thesis, Massachusetts Institute of Technology, Cambridge, Mass.
Tajima, Y., and Madsen, O. S. (2002). “Shoaling, breaking and broken wave characteristics.” Proc., 28th Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 222–234.
Tajima, Y., and Madsen, O. S. (2003). “Modeling near-shore waves and surface rollers.” Proc., 2nd Int. Conf. on Asian and Pacific Coasts (CD-ROM), World Scientific, Singapore, ISBN 981-238-558-4.
Thornton, E. B., and Guza, R. T. (1983). “Transformation of wave height distribution.” J. Geophys. Res., 88, 5925–5938.
Van Dongeren, A. R., Sancho, F. E., Svendsen, I. A., and Putrevu, U. (1995). “SHORECIRC: A quasi-3D nearshore model.” Proc., 24th Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 2741–2754.
Watanabe, A., Hara, T., and Horikawa, K. (1984). “Study on breaking condition for compound wave trains.” Coast. Eng. Japan, 27, 71–82.

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 6November 2006
Pages: 429 - 438

History

Received: Nov 12, 2004
Accepted: Feb 7, 2006
Published online: Nov 1, 2006
Published in print: Nov 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Yoshimitsu Tajima
Assistant Professor, Dept. of Civil Engineering, The Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-Ku, Tokyo 113-8656, Japan; formerly, Doctoral Student, R. M. Parsons Laboratory, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139 (corresponding author). E-mail: [email protected]
Ole Secher Madsen, M.ASCE
Professor, R. M. Parsons Laboratory, 48-216C, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139. E-mail: [email protected]

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