Cross-shore sediment transport quantification on depth of closure calculation from profile surveys

Please use this identifier to cite or link to this item: http://hdl.handle.net/10045/92173
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dc.contributorIngeniería del Transporte, Territorio y Medio Litoral (AORTA)es_ES
dc.contributorIngeniería del Terreno y sus Estructuras (InTerEs)es_ES
dc.contributorDurabilidad de Materiales y Construcciones en Ingeniería y Arquitecturaes_ES
dc.contributor.authorAragonés, Luis-
dc.contributor.authorPagán, José Ignacio-
dc.contributor.authorLópez García, María Pilar-
dc.contributor.authorSerra, José Cristobal-
dc.contributor.otherUniversidad de Alicante. Departamento de Ingeniería Civiles_ES
dc.date.accessioned2019-05-24T10:34:53Z-
dc.date.available2019-05-24T10:34:53Z-
dc.date.issued2019-09-
dc.identifier.citationCoastal Engineering. 2019, 151: 64-77. doi:10.1016/j.coastaleng.2019.04.002es_ES
dc.identifier.issn0378-3839 (Print)-
dc.identifier.issn1872-7379 (Online)-
dc.identifier.urihttp://hdl.handle.net/10045/92173-
dc.description.abstractDepth of Closure (DoC) calculation has been analysed for engineers and researchers during decades due to its relevant importance on marine works, such as beach nourishments or littoral defense projects. Several methods can be found in the literature related to the evaluation of DoC. However, they just focus on the bottom elevation change, leaving aside the cross-shore sediment transport issue. This work deals with all requests of the DoC definition and presents a new method based on the comparison of repetitive beach profiles. The main contribution of this research is the methodology presented to quantify the cross-shore sediment transport by the calculation of the Net Cross-shore Sediment Transport Parameter (NCSTPC). Its application to a complex area of the East Spanish coast concludes that NCSTPC values less than or equal to 10% can be considered as no significant. The differences between several criteria based on the change of the bottom elevation are also studied in order to evaluate if they are relevant for engineering works. The new methodology developed is a great advance in the knowledge of this imaginary boundary (DoC), since it allows to discriminate between different possible DoC values when applying any method based on profile surveys comparison.es_ES
dc.description.sponsorshipThis work has been partially supported by the University of Alicante (Spain) through the project “Estudios sobre el perfil de equilibrio y la profundidad de cierre en playas de arena” (GRE15-02).es_ES
dc.languageenges_ES
dc.publisherElsevieres_ES
dc.rights© 2019 Elsevier B.V.es_ES
dc.subjectDepth of closurees_ES
dc.subjectBeach profileses_ES
dc.subjectSediment transportes_ES
dc.subjectNourishmentes_ES
dc.subject.otherIngeniería e Infraestructura de los Transporteses_ES
dc.titleCross-shore sediment transport quantification on depth of closure calculation from profile surveyses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.peerreviewedsies_ES
dc.identifier.doi10.1016/j.coastaleng.2019.04.002-
dc.relation.publisherversionhttps://doi.org/10.1016/j.coastaleng.2019.04.002es_ES
dc.rights.accessRightsinfo:eu-repo/semantics/restrictedAccesses_ES
Appears in Collections:INV - AORTA - Artículos de Revistas
INV - INTERES - Artículos de Revistas
INV - DMCIA - Artículos de Revistas

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