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THE COMBINATION OF WAVE MODEL, SEDIMENT TRANSPORT MODEL AND BOTTOM EVALUTION MODEL TO SIMULATE THE BEACH CHANGE DUE TO CROSS-SHORE WAVES

Huynh Cong Hoai 1
Volume & Issue: Vol. 9 No. 2 (2006) | Page No.: 61-71 | DOI: 10.32508/stdj.v9i2.2884
Published: 2006-02-28

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Copyright The Author(s) 2023. This article is published with open access by Vietnam National University, Ho Chi Minh city, Vietnam. This article is distributed under the terms of the Creative Commons Attribution License (CC-BY 4.0) which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited. 

Abstract

Three models including the wave model, the sediment transport model and the bottom evolution model are combined to simulate the bottom change under the action of cross-shore waves. two applications for the combined model are carried. The first application is to simulate the movement and deformation of a sand bar under the action of waves. The second one is to predict the profile change of a model beach with the real size in laboratory. The experimental data and model results are compared to evaluate the accuracy of the model prediction.

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