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, Óscar Enrique
Coronado Hernández, Jairo Rafael
Gatica, Gustavo
- Tipo de recurso:
- Fecha de publicación:
- 2020
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/9946
- Acceso en línea:
- https://hdl.handle.net/20.500.12585/9946
https://www.sciencedirect.com/science/article/pii/S1877050920317439
- Palabra clave:
- Climate change
Design
Off-line reservoirs
Tanks
Procedure
- Rights
- openAccess
- License
- http://creativecommons.org/licenses/by-nc-nd/4.0/
| id |
UTB2_b973d3be689a3dd375ecc00453fdfc4e |
|---|---|
| oai_identifier_str |
oai:repositorio.utb.edu.co:20.500.12585/9946 |
| network_acronym_str |
UTB2 |
| network_name_str |
Repositorio Institucional UTB |
| repository_id_str |
|
| 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, Óscar Enrique Coronado Hernández, Jairo Rafael Gatica, Gustavo |
| dc.contributor.author.none.fl_str_mv |
Coronado Hernández, Óscar Enrique Coronado Hernández, Jairo Rafael Gatica, Gustavo |
| dc.subject.keywords.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 |
| dc.date.issued.none.fl_str_mv |
2020-08-06 |
| dc.date.accessioned.none.fl_str_mv |
2021-02-08T15:36:39Z |
| dc.date.available.none.fl_str_mv |
2021-02-08T15:36:39Z |
| dc.date.submitted.none.fl_str_mv |
2021-02-03 |
| dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/lecture |
| dc.type.hasversion.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| dc.type.spa.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_8544 |
| status_str |
publishedVersion |
| dc.identifier.citation.spa.fl_str_mv |
Coronado-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.2020.07.062 |
| dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12585/9946 |
| dc.identifier.url.none.fl_str_mv |
https://www.sciencedirect.com/science/article/pii/S1877050920317439 |
| dc.identifier.doi.none.fl_str_mv |
10.1016/j.procs.2020.07.062 |
| dc.identifier.instname.spa.fl_str_mv |
Universidad Tecnológica de Bolívar |
| dc.identifier.reponame.spa.fl_str_mv |
Repositorio Universidad Tecnológica de Bolívar |
| identifier_str_mv |
Coronado-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.2020.07.062 10.1016/j.procs.2020.07.062 Universidad Tecnológica de Bolívar Repositorio Universidad Tecnológica de Bolívar |
| url |
https://hdl.handle.net/20.500.12585/9946 https://www.sciencedirect.com/science/article/pii/S1877050920317439 |
| dc.language.iso.spa.fl_str_mv |
eng |
| language |
eng |
| dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
| dc.rights.uri.*.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
| dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
| dc.rights.cc.*.fl_str_mv |
Attribution-NonCommercial-NoDerivatives 4.0 Internacional |
| rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ Attribution-NonCommercial-NoDerivatives 4.0 Internacional http://purl.org/coar/access_right/c_abf2 |
| eu_rights_str_mv |
openAccess |
| dc.format.extent.none.fl_str_mv |
6 páginas |
| dc.format.mimetype.spa.fl_str_mv |
application/pdf |
| dc.publisher.place.spa.fl_str_mv |
Cartagena de Indias |
| dc.source.spa.fl_str_mv |
Procedia Computer Science Volume 175, 2020, Pages 441-446 |
| institution |
Universidad Tecnológica de Bolívar |
| bitstream.url.fl_str_mv |
https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/3/license.txt https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/1/114.pdf https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/2/license_rdf https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/4/114.pdf.txt https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/5/114.pdf.jpg |
| bitstream.checksum.fl_str_mv |
e20ad307a1c5f3f25af9304a7a7c86b6 a5af4f4910269535accea135356e582d 4460e5956bc1d1639be9ae6146a50347 26338f0b0bee394d3ce1ad1ad0e83923 42ef3ce03b2445b431809e3eb476e483 |
| bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 MD5 |
| repository.name.fl_str_mv |
Repositorio Institucional UTB |
| repository.mail.fl_str_mv |
repositorioutb@utb.edu.co |
| _version_ |
1814021788105965568 |
| spelling |
Coronado Hernández, Óscar Enriqueb47200b6-5b93-42e3-b9ee-3c619bcec915Coronado Hernández, Jairo Rafael86b71d5d-cfcc-464b-9792-545bb0afd5a5Gatica, Gustavofe6fa1c9-2c41-4f0b-9b8c-8dbc65eb42a02021-02-08T15:36:39Z2021-02-08T15:36:39Z2020-08-062021-02-03Coronado-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.2020.07.062https://hdl.handle.net/20.500.12585/9946https://www.sciencedirect.com/science/article/pii/S187705092031743910.1016/j.procs.2020.07.062Universidad Tecnológica de BolívarRepositorio Universidad Tecnológica de BolívarFlooding 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.6 páginasapplication/pdfenghttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAttribution-NonCommercial-NoDerivatives 4.0 Internacionalhttp://purl.org/coar/access_right/c_abf2Procedia Computer Science Volume 175, 2020, Pages 441-446A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channelsinfo:eu-repo/semantics/lectureinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_8544http://purl.org/coar/version/c_970fb48d4fbd8a85Climate changeDesignOff-line reservoirsTanksProcedureCartagena de IndiasPúblico generalGonzalez-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)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).Butler D, Davies J.W. Urban Drainage (2nd Edition), Spon Press (2000)Obeysekera J., Salas J.D. Quantifying the uncertainty of design floods under nonstationary conditions Journal of Hydrologic Engineering, 19 (7) (2014), pp. 1438-1446Gonzalez-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)Coronado-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)http://purl.org/coar/resource_type/c_c94fLICENSElicense.txtlicense.txttext/plain; charset=utf-83182https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/3/license.txte20ad307a1c5f3f25af9304a7a7c86b6MD53ORIGINAL114.pdf114.pdfPonenciaapplication/pdf734873https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/1/114.pdfa5af4f4910269535accea135356e582dMD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8805https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/2/license_rdf4460e5956bc1d1639be9ae6146a50347MD52TEXT114.pdf.txt114.pdf.txtExtracted texttext/plain21543https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/4/114.pdf.txt26338f0b0bee394d3ce1ad1ad0e83923MD54THUMBNAIL114.pdf.jpg114.pdf.jpgGenerated Thumbnailimage/jpeg64548https://repositorio.utb.edu.co/bitstream/20.500.12585/9946/5/114.pdf.jpg42ef3ce03b2445b431809e3eb476e483MD5520.500.12585/9946oai:repositorio.utb.edu.co:20.500.12585/99462023-05-25 16:14:50.042Repositorio Institucional UTBrepositorioutb@utb.edu.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 |