Wave Diffraction around Breakwater
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 121, Issue 1
Abstract
A three-dimensional, physical model study of wave diffraction around a semi-infinite breakwater was conducted using a directional spectral wave generator. Both regular and irregular waves with narrow and broad frequency and directional spreading were simulated. Surface elevations were measured in the lee of the breakwater, within a radius of three wavelengths of the tip. Comparisons with regular and irregular wave prediction methods indicate the strengths and limitations of the methods for various wave conditions, and the importance of directional spreading. Data are given to assist other investigators in testing numerical models.
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References
1.
Biesel, F. (1954). “Wave machines.”Proc., 1st Conf. Ships and Waves, Hoboken, N.J., 288–304.
2.
Borgman, L. E. (1990). “Irregular ocean waves: kinematics and forces.”The sea: 9( A), B. LeMehaute, and D. M. Hanes, eds., John Wiley and Sons, New York, N.Y.
3.
Bouws, E., Gunther, H., Rosenthal, W., and Vincent, C. (1985). “Similarity of the wind wave spectrum in finite depth water.”J. Geophys. Res., 90(C1), 975–986.
4.
Briggs, M. J. (1988). “Unidirectional spectral wave generation and analysis in wave basins,”Tech. Rep. CERC 88-11, U.S. Army Corps of Engrs. (USACE) Wtrwy. Experiment Station, Vicksburg, Miss.
5.
Briggs, M. J., Borgman, L. E., and Outlaw, D. G. (1987). “Generation and analysis of directional spectral waves in a laboratory basin. “Proc., Offshore Technol. Conf., Offshore Technology Conference, Houston, Tex., 495–502.
6.
Briggs, M. J., and Hampton, M. L. (1987). “Directional spectral wave generator basin response to monochromatic waves.”Tech. Rep. CERC 87-6, U.S. Army Corps of Engrs. (USACE) Wtrwy. Experiment Station, Vicksburg, Miss.
7.
Chen, H. S. (1987). “Combined reflection and diffraction by a vertical wedge.”Tech. Rep. CERC 87-16, U.S. Army Corps of Engrs. (USACE) Wtrwy. Experiment Station, Vicksburg, Miss.
8.
Goda, Y. (1985). Random seas and design of maritime structures. Univ. of Tokyo Press, Tokyo, Japan.
9.
Goda, Y., and Suzuki, Y. (1975). “Computation of refraction and diffraction of sea waves with Mitsuyasu's directional spectrum.”Tech. Note No. 230, Port Harbour Res. Inst., Yokosuka, Japan (in Japanese).
10.
Goda, Y., Takayama, T., and Suzuki, Y. (1978). “Diffraction diagrams for directional random waves.”Proc., 16th Conf. Coast. Engrg., ASCE, New York, N.Y., 628–650.
11.
Hales, L. (1980). “Erosion control of scour during construction, Rep. 3, experimental measurements of refraction, diffraction and current patterns near jetties.”Tech. Rep. HL-80-3, U.S. Army Corps of Engrs. (USACE) Wtrwy. Experiment Station, Vicksburg, Miss.
12.
Hughes, S. A. (1984). “The TMA shallow-water spectrum description and applications.”Tech. Rep. CERC-84-7, U.S. Army Corps of Engrs. (USACE) Wtrwy. Experiment Station, Vicksburg, Miss.
13.
Kaihatu, J., and Chen, H. S. (1988). “Combined diffraction and reflection by a vertical wedge: PCDFRAC user's manual.”Tech. Rep. CERC-88-9, U.S. Army Corps of Engrs. (USACE) Wtrwy. Experiment Station, Vicksburg, Miss.
14.
Leenknecht, D., Szuwalski, A., and Sherlock, A. (1992). “Automated coastal engineering system.”Users guide, Version 1.07, U.S. Army Corps of Engrs. (USACE) Wtrwy Experiment Station, Vicksburg, Miss.
15.
Mobarek, I. E., and Wiegel, R. L. (1966). “Diffraction of wind generated water waves.”Proc., 10th Conf. on Coast. Engrg., ASCE, New York, N.Y.
16.
Mitsuyasu, H.(1975). “Observations of the directional spectrum of ocean waves using a cloverleaf buoy.”J. Phys. Oc., 5(4), 750–760.
17.
Nagai, K. (1972). “Diffraction of the irregular sea due to breakwaters.”Coast. Engrg. in Japan, Japan Soc. of Civ. Engrs. (JSCE), Vol. 15, 59–67.
18.
Panchang, V. J., Wei, G., Pearce, B. R., and Briggs, M. J.(1990). “Numerical simulation of irregular wave propagation over shoal.”J. Wtrwy. Harb. and Coast. Engrg. Div., ASCE, 116(3), 324–340.
19.
Penney, W. G., and Price, A. T.(1952). “The diffraction theory of sea waves and the shelter afforded by breakwaters.”Phil. Trans. Royal Soc., London, England, Ser. A, 244, 236–253.
20.
Pos, J. D., and Kilner, F. A.(1987). “Breakwater gap wave diffraction: an experimental and numerical study.”J. Wtrwy. Harb. and Coast. Engrg. Div., ASCE, 113(1), 1–21.
21.
Raissi, H., and Wiegel, R. L. (1978). “Wind-generated wave diffraction by breakwater gap.”Proc., 16th Conf. Coast. Engrg., ASCE, New York, N.Y., 609–627.
22.
Sand, S. E. (1979). “Three-dimensional structure of ocean waves.”Series Paper No. 24, Inst. of Hydrodynamics and Hydr. Engrg., Tech. Univ. of Denmark, Copenhagen, Denmark.
23.
Sand, S. E., Kirkegaard, J., Larsen, J., and Rodenhuis, G. S. (1983). “Numerical and physical modeling of directional diffraction of waves.”Int. Conf. Coast. Port Engrg. in Developing Countries, Int. Association of Hydr. Res. (IAHR), Delft, The Netherlands, Vol. 11, 1290–1303.
24.
Shore Protection Manual, 4th ed., 2 Vols. (1984). U.S. Army Corps of Engrs. (USACE) Wtrwy. Experiment Station, Wash., D.C.
25.
Sommerfeld, A. (1896). “Mathematische theorie der diffraction.”Mathematic Annalen, Berlin, Germany, Vol. 47, 317–374.
26.
Stoker, J. J. (1957). Water waves. Interscience Publishers Inc., New York, N.Y.
27.
Suh, K., and Dalrymple, R. A.(1987). “Offshore breakwaters in laboratory and field.”J. Wtrwy. Harb. and Coast. Engrg. Div., ASCE, 113(2), 105–121.
28.
U.S. Army Corps of Engineers. (1989). “Water levels and wave heights for coastal engineering design.”Engr. Manual 1110-2-1414, U.S. Army Corps of Engrs. (USACE), Wash., D.C.
29.
Vincent, C. L., and Briggs, M. J.(1989). “Refraction-diffraction of irregular waves over a mound.”J. Wtrwy. Harb. and Coast. Engrg. Div., ASCE, 115(2), 269–284.
30.
Walsh, M. T. (1992). “Diffraction of directional wave spectra around a semi-infinite breakwater.”Misc. Paper CERC 92-5, U.S. Army Corps of Engrs. (USACE) Wtrwy. Experiment Station, Vicksburg, Miss.
31.
Wiegel, R. L.(1962). “Diffraction of waves by a semi-infinite breakwater.”J. Hydr. Div., ASCE, 88(1), 27–44.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Jan 1, 1995
Published in print: Jan 1995
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