TECHNICAL PAPERS
May 1, 1995

Comparison of Two-Dimensional and Three-Dimensional Beach Profiles

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 121, Issue 3

Abstract

Scale effects are always a major concern in mobile-bed hydraulic-model studies. These scale effects can be minimized by using large models (i.e., almost prototype size), but large models require large and costly modeling facilities. Several large “super flumes” have been built for two-dimensional (2D) testing, but right now a comparable large “super basin” does not exist. Thus, beach processes can be tested in large 2D models, but not yet in three-dimensional (3D) models. The research in super flumes assumes that 2D-wave-flume experiments are representative of the 3D prototypes. Two aspects of that assumption are tested in this paper. Six sets of parallel tests were performed in both a 3D wave basin and a 2D wave flume. It was found that the time scales for morphological development are adequately modeled in the 2D flume, and that there are some differences in the resulting beach profile shapes. The 3D profiles correspond closely with the prototype observations; the 2D profiles are affected by exaggerated turbulence generated when the incoming wave and the downrush of the previous waves meet head-on. The use of the term equilibrium for fluid flow, sediment flow, and profile formation is also discussed in this paper.

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References

1.
Bruun, P. (1954). “Coast erosion and the development of beach profiles.”Tech. Memo. No. 44, Beach Erosion Board, U.S. Army Corps of Engrs., Vicksburg, Miss.
2.
Dally, W. R. (1991). “Long wave effects in laboratory studies of cross-shore transport.”Coast. Sediments '91, ASCE, New York, N.Y., 85–99.
3.
Dean, R. G. (1977). “Equilibrium beach profiles: U.S. Atlantic and Gulf coasts.”Oc. Engrg. Rep. No. 12, Univ. of Delaware, Newark, Del.
4.
Hanson, H., and Kraus, N. C. (1989). “Genesis: generalized model for simulating shoreline change.”Tech. Rep. CERC-89-19, Coast. Engrg. Res. Ctr., U.S. Army Corps of Engrs., Vicksburg, Miss.
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Kamphuis, J. W.(1991). “Alongshore sediment transport rate.”J. Wtrwy., Port, Coast. and Oc. Engrg., ASCE, 117(6), 624–640.
6.
Moore, B. (1982). “Beach profile evolution in response to changes in water level and wave height,” MS thesis, Univ. of Delaware, Newark, Del.
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Vellinga, P. (1986). “Beach and dune erosion during storm surges.”Rep. 131, Delft Hydraulics, Delft Univ. of Technol., Delft, The Netherlands.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 121Issue 3May 1995
Pages: 155 - 161

History

Published online: May 1, 1995
Published in print: May 1995

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Authors

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J. William Kamphuis, Member, ASCE
Prof., Dept. of Civ. Engrg., Queen's Univ., Kingston, Ontario, Canada, K7L 3N6.

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