Experimental Verification of Numerical Model for Nonlinear Wave Evolutions
- 1 November 1994
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Waterway, Port, Coastal, and Ocean Engineering
- Vol. 120 (6), 637-644
- https://doi.org/10.1061/(asce)0733-950x(1994)120:6(637)
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.Keywords
This publication has 8 references indexed in Scilit:
- Experimental investigation of wave propagation over a barCoastal Engineering, 1993
- ANALYSIS OF DISINTEGRATION PHENOMENA OF NONLINEAR WAVE TRAIN PASSING OVER A SUBMERGED DIKEDoboku Gakkai Ronbunshu, 1992
- Development of a numerical wave tank for analysis of nonlinear and irregular wave fieldFluid Dynamics Research, 1991
- An efficient boundary element method for nonlinear water wavesEngineering Analysis with Boundary Elements, 1989
- Deep-water plunging breakers: a comparison between potential theory and experimentsJournal of Fluid Mechanics, 1988
- STEEP UNSTEADY WATER WAVES: AN EFFICIENT COMPUTATIONAL SCHEMECoastal Engineering Proceedings, 1984
- Numerical simulation of breaking wavesAdvances in Water Resources, 1981
- The deformation of steep surface waves on water - I. A numerical method of computationProceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences, 1976