A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels
Flooding 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 pr...
- Autores:
-
Coronado-Hernández, Oscar E.
Coronado-Hernandez, Jairo R.
Gustavo, Gatica
- Tipo de recurso:
- http://purl.org/coar/resource_type/c_816b
- Fecha de publicación:
- 2020
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/7323
- Acceso en línea:
- https://hdl.handle.net/11323/7323
https://doi.org/10.1016/j.procs.2020.07.062
https://repositorio.cuc.edu.co/
- Palabra clave:
- Climate change
Design
Off-line reservoirs
Tanks
Procedure
- Rights
- openAccess
- License
- CC0 1.0 Universal
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| dc.title.spa.fl_str_mv |
A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels |
| title |
A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels |
| spellingShingle |
A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels Climate change Design Off-line reservoirs Tanks Procedure |
| title_short |
A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels |
| title_full |
A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels |
| title_fullStr |
A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels |
| title_full_unstemmed |
A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels |
| title_sort |
A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels |
| dc.creator.fl_str_mv |
Coronado-Hernández, Oscar E. Coronado-Hernandez, Jairo R. Gustavo, Gatica |
| dc.contributor.author.spa.fl_str_mv |
Coronado-Hernández, Oscar E. Coronado-Hernandez, Jairo R. Gustavo, Gatica |
| dc.subject.spa.fl_str_mv |
Climate change Design Off-line reservoirs Tanks Procedure |
| topic |
Climate change Design Off-line reservoirs Tanks Procedure |
| description |
Flooding 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. |
| publishDate |
2020 |
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2020-11-18T15:16:37Z |
| dc.date.available.none.fl_str_mv |
2020-11-18T15:16:37Z |
| dc.date.issued.none.fl_str_mv |
2020 |
| dc.type.spa.fl_str_mv |
Pre-Publicación |
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http://purl.org/coar/resource_type/c_816b |
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Text |
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info:eu-repo/semantics/preprint |
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acceptedVersion |
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1877-0509 |
| dc.identifier.uri.spa.fl_str_mv |
https://hdl.handle.net/11323/7323 |
| dc.identifier.doi.spa.fl_str_mv |
https://doi.org/10.1016/j.procs.2020.07.062 |
| dc.identifier.instname.spa.fl_str_mv |
Corporación Universidad de la Costa |
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REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co/ |
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1877-0509 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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https://hdl.handle.net/11323/7323 https://doi.org/10.1016/j.procs.2020.07.062 https://repositorio.cuc.edu.co/ |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.references.spa.fl_str_mv |
[1] Gonzalez-Alvarez, A.; Coronado-Hernández, O.E.; Fuertes-Miquel, V.S.; and Ramos, H.M. (2018) “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. [2] Ministerio 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). [3] Butler, D and Davies, J. W. (2000) “Urban Drainage”. 2nd Edition. Spon Press. [4] Obeysekera, J. and Salas, J. D. (2014) “Quantifying the uncertainty of design floods under nonstationary conditions.” Journal of Hydrologic Engineering 19 (7), 1438-1446. [5] Gonzalez-Alvarez, A.; Viloria-Marimón, O; Coronado-Hernández, O.E; Vélez-Pereira, A; Tesfagiorgis, K; and Coronado-Hernández, J. (2019) “Isohyetal Maps of Daily Maximum Rainfall for Different Return Periods for the Colombian Caribbean Region.” Water 11, 2. [6] Coronado-Hernández, Ó.E.; Merlano-Sabalza, E.; Díaz-Vergara, Z.; and Coronado-Hernández, J.R. (2020) “Selection of Hydrological Probability Distributions for Extreme Rainfall Events in the Regions of Colombia.” Water 12, 1397 |
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CC0 1.0 Universal |
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http://creativecommons.org/publicdomain/zero/1.0/ |
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Corporación Universidad de la Costa |
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Coronado-Hernández, Oscar E.Coronado-Hernandez, Jairo R.Gustavo, Gatica2020-11-18T15:16:37Z2020-11-18T15:16:37Z20201877-0509https://hdl.handle.net/11323/7323https://doi.org/10.1016/j.procs.2020.07.062Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/Flooding 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.Coronado-Hernández, Oscar E.-will be generated-orcid-0000-0002-6574-0857-600Coronado-Hernandez, Jairo R.-will be generated-orcid-0000-0003-4360-6128-600Gustavo, Gatica-will be generated-orcid-0000-0002-1816-6856-600application/pdfengCorporación Universidad de la CostaCC0 1.0 Universalhttp://creativecommons.org/publicdomain/zero/1.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Procedia Computer Sciencehttps://www.sciencedirect.com/science/article/pii/S1877050920317439Climate changeDesignOff-line reservoirsTanksProcedureA practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channelsPre-Publicaciónhttp://purl.org/coar/resource_type/c_816bTextinfo:eu-repo/semantics/preprinthttp://purl.org/redcol/resource_type/ARTOTRinfo:eu-repo/semantics/acceptedVersion[1] Gonzalez-Alvarez, A.; Coronado-Hernández, O.E.; Fuertes-Miquel, V.S.; and Ramos, H.M. (2018) “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.[2] Ministerio 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).[3] Butler, D and Davies, J. W. (2000) “Urban Drainage”. 2nd Edition. Spon Press.[4] Obeysekera, J. and Salas, J. D. (2014) “Quantifying the uncertainty of design floods under nonstationary conditions.” Journal of Hydrologic Engineering 19 (7), 1438-1446.[5] Gonzalez-Alvarez, A.; Viloria-Marimón, O; Coronado-Hernández, O.E; Vélez-Pereira, A; Tesfagiorgis, K; and Coronado-Hernández, J. (2019) “Isohyetal Maps of Daily Maximum Rainfall for Different Return Periods for the Colombian Caribbean Region.” Water 11, 2.[6] Coronado-Hernández, Ó.E.; Merlano-Sabalza, E.; Díaz-Vergara, Z.; and Coronado-Hernández, J.R. (2020) “Selection of Hydrological Probability Distributions for Extreme Rainfall Events in the Regions of Colombia.” Water 12, 1397PublicationORIGINALA practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels.pdfA practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels.pdfapplication/pdf734873https://repositorio.cuc.edu.co/bitstreams/442219d8-03f7-489d-be7b-980ed322fc5d/download022480c2c466462c75ed0340d84f5252MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8701https://repositorio.cuc.edu.co/bitstreams/8c5ecb58-4921-4464-acfe-176aec564b8f/download42fd4ad1e89814f5e4a476b409eb708cMD52LICENSElicense.txtlicense.txttext/plain; charset=utf-83196https://repositorio.cuc.edu.co/bitstreams/0f907571-226e-4ea8-a806-5e2df99b6bf1/downloade30e9215131d99561d40d6b0abbe9badMD53THUMBNAILA practical methodology of design of off-line reservoirs for reducing maximum water levels in urban 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