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A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels

datacite.rightshttp://purl.org/coar/access_right/c_abf2spa
dc.audiencePúblico generalspa
dc.contributor.authorGatica, Gustavo
dc.contributor.authorCoronado Hernández, Jairo Rafael
dc.contributor.authorCoronado Hernández, Óscar Enrique
dc.date.accessioned2021-02-08T15:36:39Z
dc.date.available2021-02-08T15:36:39Z
dc.date.issued2020-08-06
dc.date.submitted2021-02-03
dc.description.abstractFlooding can often occur in many places due to the increasing trend of rainfall events (climate change), the urbanization process of a catchment area, or by an undersized urban channel. Reservoirs are used for limiting flooding since they can store an enough water volume. This research presents a practical procedure for sizing off-line reservoirs with an application in urban channels for places with space limitations. A complete formulation is presented, which can be easily used for designers and engineers for computing dimensions of off-line reservoirs. The formulation is applied to a case study located at the Cartagena de Indias, Colombia.spa
dc.format.extent6 páginas
dc.format.mimetypeapplication/pdfspa
dc.identifier.citationCoronado-Hernández, Ó. E., Coronado-Hernandez, J. R., & Gatica, G. (2020). A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels. Procedia Computer Science, 175, 441-446. https://doi.org/10.1016/j.procs.2020.07.062spa
dc.identifier.doi10.1016/j.procs.2020.07.062
dc.identifier.instnameUniversidad Tecnológica de Bolívarspa
dc.identifier.reponameRepositorio Universidad Tecnológica de Bolívarspa
dc.identifier.urihttps://hdl.handle.net/20.500.12585/9946
dc.identifier.urlhttps://www.sciencedirect.com/science/article/pii/S1877050920317439
dc.language.isoengspa
dc.publisher.placeCartagena de Indiasspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.ccAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceProcedia Computer Science Volume 175, 2020, Pages 441-446spa
dc.subject.keywordsClimate changespa
dc.subject.keywordsDesignspa
dc.subject.keywordsOff-line reservoirsspa
dc.subject.keywordsTanksspa
dc.subject.keywordsProcedurespa
dc.titleA practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channelsspa
dc.typeDocumento de Conferenciaspa
dc.type.coarhttp://purl.org/coar/resource_type/c_8544spa
dc.type.driverinfo:eu-repo/semantics/lecturespa
dc.type.hasversioninfo:eu-repo/semantics/publishedVersionspa
dcterms.bibliographicCitationGonzalez-Alvarez A., Coronado-Hernández O.E., Fuertes-Miquel V.S., Ramos H.M. Effect of the Non-Stationarity of Rainfall Events on the Design of Hydraulic Structures for Runoff Management and Its Applications to a Case Study at Gordo Creek Watershed in Cartagena de Indias, Colombia Fluids, 3 (27) (2018)spa
dcterms.bibliographicCitationMinisterio de Vivienda, Ciudad y Territorio. República de Colombia. Resolution 0330 of 8 June 2017. Available online: http://www.minvivienda.gov.co/ResolucionesAgua/0330%20-%202017.pdf (accessed on 20 May 2020).spa
dcterms.bibliographicCitationButler D, Davies J.W. Urban Drainage (2nd Edition), Spon Press (2000)spa
dcterms.bibliographicCitationObeysekera J., Salas J.D. Quantifying the uncertainty of design floods under nonstationary conditions Journal of Hydrologic Engineering, 19 (7) (2014), pp. 1438-1446spa
dcterms.bibliographicCitationGonzalez-Alvarez A., Viloria-Marimón O, Coronado-Hernández O.E., Vélez-Pereira A, Tesfagiorgis K, Coronado-Hernández J. Isohyetal Maps of Daily Maximum Rainfall for Different Return Periods for the Colombian Caribbean Region Water, 11 (2) (2019)spa
dcterms.bibliographicCitationCoronado-Hernández Ó.E., Merlano-Sabalza E., Díaz-Vergara Z., Coronado-Hernández J.R. Selection of Hydrological Probability Distributions for Extreme Rainfall Events in the Regions of Colombia Water, 12 (1397) (2020)spa
dspace.entity.typePublication
oaire.resourcetypehttp://purl.org/coar/resource_type/c_c94fspa
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
relation.isAuthorOfPublicationa0b8f282-9f67-48cb-a2c0-1ae5f8791330
relation.isAuthorOfPublication482051d5-f72e-4f5c-ab50-931342cd5b83
relation.isAuthorOfPublication.latestForDiscoverya0b8f282-9f67-48cb-a2c0-1ae5f8791330

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