TECHNICAL PAPERS
May 1, 1989

Wave Grouping Effect in Irregular Wave Agitation in Harbors

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115, Issue 3

Abstract

Hydraulic model tests were conducted on two different natural harbors to study the influence of diffraction and reflection of irregular waves compared to regular waves. Two types of reflective walls within one harbor were also tested. Irregular wave trains with different peak frequencies and groupiness factors were generated. These tests have shown that within the limits of the frequency band of the spectral energy density, irregular wave diffraction‐reflection coefficients show less variability and appear to give better information than do the ones obtained from regular wave tests. Outside the frequency range containing most of the energy of the incident wave train, high values of the transfer function were observed in the lower and upper frequency range. However, their energy content was relatively small, and the long wave energy attached to wave grouping could not be attributed to harbor resonance. In the high frequency range, the presence of noise is attributed to the high transfer function estimates.

Get full access to this article

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

References

1.
Bäth, M. (1974). Spectral analysis in geophysics. Elsevier Scientific Publishing Co., Amsterdam, The Netherlands.
2.
Barthel, V., Mansard, E. D. P., Sand, S. E., and Vis, F. C. (1983). “Group bounded long waves in physical models.” Ocean Engrg., 10(4), 261–294.
3.
Bendat, J. S., and Piersol, A. G. (1971). Random data: Analysis and measurement procedures. John Wiley and Sons, Inc., New York, N.Y.
4.
Bendat, J. S., and Piersol, A. G. (1980). Engineering applications of correlation and spectral analysis. John Wiley and Sons, Inc., New York, N.Y.
5.
Biesel, F. (1951). “Étude théorique d´un appareil à houle.” La Houille Blanche, 6(2), 152–165.
6.
Brigham, E. O. (1974). The Fast Fourier Transform. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
7.
Burcharth, H. F. (1979). “The effect of wave grouping on shore structures.” Coastal Engrg., 2(3), 189–199.
8.
Burcharth, H. F. (1980). “Comparison of nature waves and model waves with special reference to wave grouping.” Proc. 17th Conf. on Coastal Engrg., ASCE, 2992–3009.
9.
Funke, E. R., and Mansard, E. P. D. (1980). “On the synthesis of realistic sea states in a laboratory flume.” Proc. 17th Conf. on Coastal Engrg., ASCE, 2974–2991.
10.
Funke, E. R., and Mansard, E. P. D. (1981). “On the meaning of phase spectra in the Fourier transform of random waves.” Proc. Int. Symp. on Hydrodynamics in Ocean Engineering, Trondheim, Norway.
11.
Goda, Y. (1976). “On wave groups.” Proc. First Int. Conf. on Behaviour of Offshore Structures, Trondheim, Norway, 115–128.
12.
Goda, Y. (1985). Random seas and design of maritime structures. Univ. of Tokyo Press, Tokyo, Japan.
13.
Goda, Y., Takayama, T., and Suzuki, Y. (1978). “Diffraction diagrams for direction random waves.” Proc. 16th Conf. on Coastal Engrg., ASCE, 628–650.
14.
Hasselman, K., et al. (1973). “Measurements of wind‐wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP).” Deutsche Hyd. Zeit, Reithe A, 8(12).
15.
IAHR. (1986). “List of sea state parameters.” Supplement to Bull. No. 52, Int. Assoc., for Hydr. Res. and Permanent Int. Assoc., of Navigation.
16.
Johnson, R. R., Mansard, E. P. D., and Ploeg, J. (1978). “Effects of wave grouping on breakwater stability.” Proc. 16th Conf. on Coastal Engrg., ASCE, 2228–2243.
17.
Kimura, A. (1980). “Statistical properties of random wave groups.” Proc. 17th Coastal Engrg. Conf., ASCE, 2955–2973.
18.
Ouellet, Y. (1985). “Relocalisation du port de Old‐Harry. Étude en modèle réduit de l'agitation due aux vagues.” Rep. GCT‐85‐04, Dépt. de génie civil, Univ. Laval, Québec, Canada.
19.
Ouellet, Y., Drouin, A., and Thériault, I. (1985). “Réaménagement portuaire de Cap‐des‐Rosiers. Étude en modèle réduit de l'agitation due aux vagues.” Rep. GCT‐85‐04, Dépt. de génie civil, Univ. Laval, Québec, Canada.
20.
Rye, H. (1974). “Wave group formation among storm waves.” Proc. 17th Coastal Engrg. Conf., ASCE, 164–183.
21.
Sand, S. E. (1982). “Wave groupiness described by bounded long waves.” Ocean Engrg., 9(6), 567–580.
22.
Thériault, I. (1986). “Effet du groupement des vagues sur l'agitation dans les havres,” thesis presented to the Dépt. de génie civil, Université Laval, Québec, Canada, in partial fulfillment of the degree of Master of Science.
23.
Tuah, H., and Hudspeth, R. T. (1982). “Comparisons of numerical random sea simulations.” J. Wtrway., Port, Coast., and Oc. Engrg., ASCE, 108(WW4), 569–584.
24.
U.S. Army CERC. (1984). Shore protection manual, Vols. I and II, 4th Ed. U.S. Army Coast. Engrg. Res. Center, Vicksburg, Miss.
25.
Wiegert, A. W., and Edwards, E. P. (1981). “Capacitive water level gauges for hydraulic models.” Hydr. Lab. Rep. HY‐222, Nat. Res. Council of Canada, Ottawa.
26.
Willis, D. H, (1979). “Irregular waves in harbor agitation models.” Hydr. Lab. Rep. HY‐202, Nat. Res. Council of Canada, Ottawa.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115Issue 3May 1989
Pages: 363 - 383

History

Published online: May 1, 1989
Published in print: May 1989

Permissions

Request permissions for this article.

Authors

Affiliations

Yvon Quellet
Prof., Dept. of Civ. Engrg., Laval Univ., Quebec., Canada
I. Thériault
Civ. Engr., TECSUL, Consulting Engrs., Montreal, Quebec, 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