TECHNICAL PAPERS
Mar 1, 1985

3‐D Model of Bathymetric Response to Structures

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 111, Issue 2

Abstract

A fully implicit finite‐difference, N‐line numerical model is developed to predict bathymetric changes in the vicinity of coastal structures. The wave field transformation includes refraction, shoaling, and diffraction. The model simulates the changes in N‐contour lines due to both longshore and onshoreoffshore sediment transport. A new equation for the distribution of sediment transport across the littoral zone is applied. The model is capable of simulating one or more shore‐perpendicular structures, movement of offshore disposal mounds and beach fill evolution. The structure length and location, sediment properties, equilibrium beach profile, etc., are user‐specified along with the wave climate. Results are presented for two example cases, sediment transport of dredge disposal in the vicinity of Oregon Inlet, and simulation of the Longshore Sand Transport Study at Channel Islands Harbor, California. These examples demonstrate the model's ability to simulate various physical situations and that the model predicts realistic shoreline changes.

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References

1.
Abbott, M. B., Computational Hydraulics, Pitman Publishing Limited, London, England, 1979.
2.
Bakker, W. T., “The Dynamics of a Coast With a Groyne System,” Proceedings of the 11th Conference on Coastal Engineering, ASCE, 1968, pp. 492–517.
3.
Bruno, R. O., et al., “Longshore Sand Transport Study at Channel Islands, Harbor, California,” TP 81‐2, U.S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, Va., Apr. 1981.
4.
Dean, R. G., “Equilibrium Beach Profiles: U.S. Atlantic and Gulf Coasts,” Ocean Engineering Report No. 12, University of Delaware Press, Newark, Del., 1977.
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Perlin, M., and R. G. Dean, “An Efficient Numerical Algorithm for Wave Refraction/Shoaling Problems,” Coastal Structures, ASCE, Mar., 1983.
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Perlin, M., and R. G. Dean, “A Numerical Model to Simulate Sediment Transport in the Vicinity of Coastal Structures,” MR83‐10, U.S. Army Corps of Engineers, Coastal Engineering Research Center, Ft. Belvoir, Va., May, 1983.
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Savage, R. P., “Laboratory Study of the Effect of Groins on the Rate of Littoral Transport. Equipment Development and Initial Tests,” TM114, U.S. Army Corps of Engineers, Beach Erosion Board, Washington, D.C., June, 1959.
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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 111Issue 2March 1985
Pages: 153 - 170

History

Published online: Mar 1, 1985
Published in print: Mar 1985

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Authors

Affiliations

Marc Perlin, M. ASCE
Asst. Lab. Dir., Coastal and Oceanographic Engrg. Lab., Univ. of Florida, Gainesville, Fla. 32611
Robert G. Dean, M. ASCE
Grad. Research Prof., Coastal and Oceanographic Engrg. Dept., Univ. of Florida, Gainesville, Fla. 32611; and Pres., Coastal and Offshore Engrg. and Research, Inc., Newark, Del. 19711

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