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Numerical modeling of shoreline undulations part 1: Constant wave climate

Authors :
Kaergaard, Kasper
Fredsoe, Jørgen
Source :
Coastal Engineering. May2013, Vol. 75, p64-76. 13p.
Publication Year :
2013

Abstract

Abstract: This paper presents a numerical study of the non-linear development of alongshore undulations up to fully developed quasi-steady equilibrium. A numerical model which describes the longshore sediment transport along arbitrarily shaped shorelines is applied, based on a spectral wave model, a depth integrated flow model, a wave-phase resolving sediment transport description and a one-line shoreline model. First the length of the shoreline undulations is determined in the linear regime using a stability analysis. Next the further evolution from the linear to the fully non-linear regime is described. In the fully non-linear regime down-drift spits and migrating shoreline undulations are described. Three different shoreline shapes are found depending on the wave conditions: undulations with no spits, undulations with shore parallel spit and undulations with reconnecting spits. [Copyright &y& Elsevier]

Details

Language :
English
ISSN :
03783839
Volume :
75
Database :
Academic Search Index
Journal :
Coastal Engineering
Publication Type :
Academic Journal
Accession number :
85853827
Full Text :
https://doi.org/10.1016/j.coastaleng.2012.11.006