Chapter
Apr 26, 2012
Modulated Shear Flow
Authors: Asunción Baquerizo [email protected], Miquel Caballeria [email protected], Miguel A. Losada [email protected], and Albert Falqués [email protected]Author Affiliations
Publication: Coastal Engineering 2000
Abstract
An analytical model based on Bowen and Holman is used to investigate the existence of instabilities due to the presence of a second extremum of the background orticity at the front side of the longshore current. The growth rate of the so-called frontshear waves depends primarily upon the frontshear but also upon the backshear and the maximum and the width of the current. Depending on the values of these parameters, either the frontshear or the backshear instabilities may dominate. Both types of waves have a cross-shore extension of the order of the width of the current but the frontshear modes are localized closer to the coast than the backshear modes. Moreover, under certain conditions, both unstable waves have similar growth rates with close wave numbers and angular frequencies, leading to the possibility of having modulated shear waves in the alongshore direction.
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© 2001 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Research Associate, Grupo de Puertos y Costas de la Universidad de Granada. Ramón y Cajal, 4. 18071 Granada. Spain. E-mail: [email protected]
Associate Professor, Departament de Física i Matemàtica Aplicades. Universitat de Vic. Carrer de la Laura, 13. 08500 Vic. Spain. E-mail: [email protected]
Professor, Grupo de Puertos y Costas de la Universidad de Granada. Ramón y Cajal, 4. 18071 Granada. Spain. E-mail: [email protected]
Professor, Departament de Física Aplicada. Universitat Politècnica de Catalunya. 08034 Barcelona. Spain. E-mail: [email protected]
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