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Numerical study of nearshore hydrodynamics and morphology changes behind offshore breakwaters under actions of waves using a sediment transport model coupled with the SWASH model.

Authors :
Hieu, Phung Dang
Phan, Vinh N.
Nguyen, Viet T.
Nguyen, Thanh V.
Tanaka, H.
Source :
Coastal Engineering Journal. Dec2020, Vol. 62 Issue 4, p553-565. 13p.
Publication Year :
2020

Abstract

This paper presents the results of numerical study on the wave-induced currents and morphology changes due to the complicated interaction between waves and a sandy beach with shore-parallel breakwaters set on. The study was based on the SWASH wave model coupled with a sediment transport model developed in this research. The simulated results of the coupling model were compared with the published laboratory experimental data. The good agreements were obtained for both wave-induced currents and formation of salient and tombolo behind breakwaters. The models were also applied for studying the evolution of wave-induced currents associated with topography changes of a sandy beach. The wave-induced currents and sediment transport processes have a strong relationship and their interaction could reach a quasi-equilibrium state in which the changes of current pattern and bathymetry become very slow. Numerical results of shoreline response mode were also compared with a published empirical formula and confirmed good agreements. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
21664250
Volume :
62
Issue :
4
Database :
Academic Search Index
Journal :
Coastal Engineering Journal
Publication Type :
Academic Journal
Accession number :
147101841
Full Text :
https://doi.org/10.1080/21664250.2020.1828016