dc.creatorCaviglia, Fernando Javier
dc.date1994
dc.date2021-08-18T19:09:04Z
dc.date.accessioned2023-07-15T02:43:16Z
dc.date.available2023-07-15T02:43:16Z
dc.identifierhttp://sedici.unlp.edu.ar/handle/10915/122931
dc.identifierissn:0098-3004
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/7463024
dc.descriptionA numerical model for the steady-state profile of the longshore current induced by regular, obliquely incident, breaking waves is presented. The wave parameters must be given at an arbitrary depth. A rapid convergent numerical algorithm is described for the solution of the governing equation. The model is solved using a nonlinear bottom friction law in which the friction coefficients are a function of the bottom roughness which is computed at each point using an empirical formula. The predicted current profiles are combined with some of the known formulae for sediment transport computations.
dc.descriptionFacultad de Ciencias Naturales y Museo
dc.formatapplication/pdf
dc.format905-917
dc.languageen
dc.rightshttp://creativecommons.org/licenses/by-nc-sa/4.0/
dc.rightsCreative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
dc.subjectCiencias Naturales
dc.subjectLongshore currents
dc.subjectSediment transport
dc.subjectNumerical model
dc.subjectForward sweep implicit technique
dc.titleComputation of longshore currents and sediment transport
dc.typeArticulo
dc.typeArticulo


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