TECHNICAL NOTES
Nov 1, 1994

Experimental Verification of Numerical Model for Nonlinear Wave Evolutions

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 120, Issue 6

Abstract

Data collected from measurements in a two‐dimensional (2D) wave flume with a trapezoidal bar on a horizontal bottom are used to test the numerical model previously developed by the writers. The experiments were performed both for monochromatic and for random waves, with two different peak frequencies. Overall agreement between the computations and the measurements is quite satisfactory, indicating that the numerical model favorably predicts waveform evolutions resulting from shoaling over the upslope, near‐resonant wave‐wave interactions over the bar, and decomposition behind the bar.

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References

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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 120Issue 6November 1994
Pages: 637 - 644

History

Received: Feb 3, 1993
Published online: Nov 1, 1994
Published in print: Nov 1994

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Authors

Affiliations

Takumi Ohyama
Res. Sci., Envir. Engrg. Dept., Inst. of Tech., Shimizu Corp., Etchujima 3‐4‐17, Koto‐ku, Tokyo 135, Japan
Serdar Beji
Post‐doctorate Fellow, Dept. of Oc. Engrg., Istanbul Tech. Univ., Maslak 80626, Istanbul, Turkey
Kazuo Nadaoka
Assoc. Prof., Dept. of Civ. Engrg., Tokyo Inst. of Technol., Ō‐okayama, Meguro‐ku, Tokyo 152, Japan
Jurjen A. Battjes
Prof., Dept. of Civ. Engrg., Delft Univ. of Technol., P.O. Box 5048, 2600 GA Delft, The Netherlands

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