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dc.date.accessioned 2021-08-18T19:09:04Z
dc.date.available 2021-08-18T19:09:04Z
dc.date.issued 1994
dc.identifier.uri http://sedici.unlp.edu.ar/handle/10915/122931
dc.description.abstract A 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. en
dc.format.extent 905-917 es
dc.language en es
dc.subject Longshore currents es
dc.subject Sediment transport es
dc.subject Numerical model es
dc.subject Forward sweep implicit technique es
dc.title Computation of longshore currents and sediment transport en
dc.type Articulo es
sedici.identifier.other doi:10.1016/0098-3004(94)90035-3 es
sedici.identifier.issn 0098-3004 es
sedici.creator.person Caviglia, Fernando Javier es
sedici.subject.materias Ciencias Naturales es
sedici.description.fulltext true es
mods.originInfo.place Facultad de Ciencias Naturales y Museo es
sedici.subtype Articulo es
sedici.rights.license Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
sedici.rights.uri http://creativecommons.org/licenses/by-nc-sa/4.0/
sedici.description.peerReview peer-review es
sedici.relation.journalTitle Computers & Geosciences es
sedici.relation.journalVolumeAndIssue vol. 20, no. 6 es


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Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0) Excepto donde se diga explícitamente, este item se publica bajo la siguiente licencia Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)