2018
DOI: 10.3390/w10040392
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Wave–Current Interaction: A 2DH Model for Turbulent Jet and Bottom-Friction Dissipation

Abstract: A correct representation of the non-linear interactions between waves and currents is one of the key points when studying the morphological evolution of nearshore environments, in particular close to river mouths or tidal inlets. Undoubtedly, the numerical modelling of similar phenomena can be very complex and computationally demanding, given the size of the domains. In the present paper, a two-dimensional horizontal (2DH) numerical model is applied to investigate the hydrodynamics of a turbulent jet current i… Show more

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Cited by 19 publications
(15 citation statements)
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“…The hydrodynamic model is based on classical 2DH shallow water equations, which include: turbulent fluxes treated according to the Smagorinsky approach as in the study of Pascolo et al [38], the forcings due to wind shear stress and radiation stress, and the mean bottom shear stress, which is influenced by both current and wave motion as pointed out by Soulsby [39,40]. The resulting differential equation system is integrated with a finite volume method which is able to represent phenomena such as the propagation of water front over a dry bed, which regularly occurs in lagoons and coastal environments at each tidal cycle, with the submergence and emergence of saltmarshes and beaches.…”
Section: Numerical Model and Computational Domainsmentioning
confidence: 99%
“…The hydrodynamic model is based on classical 2DH shallow water equations, which include: turbulent fluxes treated according to the Smagorinsky approach as in the study of Pascolo et al [38], the forcings due to wind shear stress and radiation stress, and the mean bottom shear stress, which is influenced by both current and wave motion as pointed out by Soulsby [39,40]. The resulting differential equation system is integrated with a finite volume method which is able to represent phenomena such as the propagation of water front over a dry bed, which regularly occurs in lagoons and coastal environments at each tidal cycle, with the submergence and emergence of saltmarshes and beaches.…”
Section: Numerical Model and Computational Domainsmentioning
confidence: 99%
“…The morphological-hydrodynamic model has first been validated assuming fixed bottom against numerical tests and experimental data, both alone and coupled with SWAN [43][44][45], while the sediment transport calculation was validated on the basis of laboratory experiences [46,47].…”
Section: ∂N ∂Tmentioning
confidence: 99%
“…In this case, the model only solves the interaction of waves on a vertical strip under the effects of collinear currents. A different approach was followed in Reference [36], where a turbulent jet current interacting with frontal waves was investigated by means of a 2DH non-linear model based on shallow water equations. A 2DH non-linear shallow water model was also used in Reference [37] to investigate the effects of turbulence and seabed friction on macrovortices generated at a river mouth.…”
Section: Wave-current Interactionmentioning
confidence: 99%