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Modelos hidrodinámicos y de transporte de sedimentos

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Modelos hidrodinámicos y de transporte de sedimentos

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dc.contributor.author Losada, Íñigo J. es_ES
dc.contributor.author Medina, Raúl es_ES
dc.contributor.author Losada, Miguel Ángel es_ES
dc.contributor.author Vidal, César es_ES
dc.date.accessioned 2019-03-25T13:46:10Z
dc.date.available 2019-03-25T13:46:10Z
dc.date.issued 1995-03-31
dc.identifier.issn 1134-2196
dc.identifier.uri http://hdl.handle.net/10251/118553
dc.description.abstract [ES] Uno de los fines más importantes de la Ingeniería de Costas es la predicción de la evolución de la línea de costa con o sin la presencia de estructuras costeras. Sin embargo, la construcción de un modelo de predicción semejante precisa del conocimiento de la interacción entre el oleaje y la batimetría, así como de los mecanismos que inducen el transporte de sedimentos fuera y en el interior de la zona de rompientes. El modelo ideal debería estar constituido por diversos elementos. es_ES
dc.language Español es_ES
dc.publisher Universitat Politècnica de València
dc.relation.ispartof Ingeniería del Agua
dc.rights Reserva de todos los derechos es_ES
dc.subject Ingeniería del agua es_ES
dc.subject Ingeniería civil es_ES
dc.subject Ingeniería hidráulica es_ES
dc.title Modelos hidrodinámicos y de transporte de sedimentos es_ES
dc.type Artículo es_ES
dc.date.updated 2019-03-25T12:20:08Z
dc.identifier.doi 10.4995/ia.1995.2667
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Losada, ÍJ.; Medina, R.; Losada, MÁ.; Vidal, C. (1995). Modelos hidrodinámicos y de transporte de sedimentos. Ingeniería del Agua. 2(1 Extraordinario):99-118. https://doi.org/10.4995/ia.1995.2667 es_ES
dc.description.accrualMethod SWORD es_ES
dc.relation.publisherversion https://doi.org/10.4995/ia.1995.2667 es_ES
dc.description.upvformatpinicio 99 es_ES
dc.description.upvformatpfin 118 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 2
dc.description.issue 1 Extraordinario
dc.identifier.eissn 1886-4996
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