Hydrological considerations for sizing of a barge discharge pipeline runway
A key element for water supply systems is the design of the water intake components. Mobile floating platforms (barges) are helpful when the hydraulic system displays substantial variations in water levels. This study presents the hydrological considerations that should be considered for the design...
- Autores:
-
Coronado-Hernández, Oscar E.
Coronado-Hernandez, Jairo R.
Romero-Conrado, Alfonso R.
Gatica, Gustavo
Olmedo, Alexis
Coronado Hernández, Oscar E.
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2022
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/9218
- Acceso en línea:
- https://hdl.handle.net/11323/9218
https://doi.org/10.1016/j.procs.2021.12.285
https://repositorio.cuc.edu.co/
- Palabra clave:
- Barge
Pipeline runway
Hydrology
Variation in water levels
- Rights
- openAccess
- License
- Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
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| dc.title.eng.fl_str_mv |
Hydrological considerations for sizing of a barge discharge pipeline runway |
| title |
Hydrological considerations for sizing of a barge discharge pipeline runway |
| spellingShingle |
Hydrological considerations for sizing of a barge discharge pipeline runway Barge Pipeline runway Hydrology Variation in water levels |
| title_short |
Hydrological considerations for sizing of a barge discharge pipeline runway |
| title_full |
Hydrological considerations for sizing of a barge discharge pipeline runway |
| title_fullStr |
Hydrological considerations for sizing of a barge discharge pipeline runway |
| title_full_unstemmed |
Hydrological considerations for sizing of a barge discharge pipeline runway |
| title_sort |
Hydrological considerations for sizing of a barge discharge pipeline runway |
| dc.creator.fl_str_mv |
Coronado-Hernández, Oscar E. Coronado-Hernandez, Jairo R. Romero-Conrado, Alfonso R. Gatica, Gustavo Olmedo, Alexis Coronado Hernández, Oscar E. |
| dc.contributor.author.spa.fl_str_mv |
Coronado-Hernández, Oscar E. Coronado-Hernandez, Jairo R. Romero-Conrado, Alfonso R. Gatica, Gustavo Olmedo, Alexis |
| dc.contributor.author.none.fl_str_mv |
Coronado Hernández, Oscar E. |
| dc.subject.proposal.eng.fl_str_mv |
Barge Pipeline runway Hydrology Variation in water levels |
| topic |
Barge Pipeline runway Hydrology Variation in water levels |
| description |
A key element for water supply systems is the design of the water intake components. Mobile floating platforms (barges) are helpful when the hydraulic system displays substantial variations in water levels. This study presents the hydrological considerations that should be considered for the design of the barge’s pipeline runway. The analysis takes into consideration the maximum and minimum water levels measured at the location. The study was carried out at the Magdalena River -Plato (Colombia) station, finding variations in water levels of between 12.3 m and 16.1 m for return periods of 25 and 100 years, respectively. This information is helpful for designers and consultants in order to design an appropriate barge pipeline runway. |
| publishDate |
2022 |
| dc.date.accessioned.none.fl_str_mv |
2022-06-08T12:21:35Z |
| dc.date.available.none.fl_str_mv |
2022-06-08T12:21:35Z |
| dc.date.issued.none.fl_str_mv |
2022 |
| dc.type.spa.fl_str_mv |
Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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Text |
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info:eu-repo/semantics/article |
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1877-0509 |
| dc.identifier.uri.spa.fl_str_mv |
https://hdl.handle.net/11323/9218 |
| dc.identifier.url.spa.fl_str_mv |
https://doi.org/10.1016/j.procs.2021.12.285 |
| dc.identifier.doi.spa.fl_str_mv |
10.1016/j.procs.2021.12.285 |
| dc.identifier.instname.spa.fl_str_mv |
Corporación Universidad de la Costa |
| dc.identifier.reponame.spa.fl_str_mv |
REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co/ |
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1877-0509 10.1016/j.procs.2021.12.285 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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https://hdl.handle.net/11323/9218 https://doi.org/10.1016/j.procs.2021.12.285 https://repositorio.cuc.edu.co/ |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartofjournal.spa.fl_str_mv |
Procedia Computer Science |
| dc.relation.references.spa.fl_str_mv |
[1] A. Gonzalez-Alvarez, O. E. Coronado-Hernández, V. S. Fuertes-Miquel, and H. M. Ramos, “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, vol. 3, no. 2, 2018, doi: 10.3390/fluids3020027. [2] J. Obeysekera and J. D. Salas, “Quantifying the Uncertainty of Design Floods under Nonstationary Conditions,” J. Hydrol. Eng., vol. 19, no. 7, pp. 1438–1446, 2014, doi: 10.1061/(asce)he.1943-5584.0000931. [3] Ó. E. Coronado-Hernández, E. Merlano-Sabalza, Z. Díaz-Vergara, and J. R. Coronado-Hernández, “Selection of hydrological probability distributions for extreme rainfall events in the regions of Colombia,” Water (Switzerland), vol. 12, no. 5, 2020, doi:10.3390/W12051397. [4] D. Butler and J. W. Davies, Urban Drainage, 2nd ed. Taylor & Francis Group, 2004. [5] Ministerio de Vivienda, Reglamento Técnico del Sector de Agua Potable y Saneamiento Básico - RAS. Colombia, 2017. [6] A. González-álvarez, O. M. Viloria-Marimón, O. E. Coronado-Hernández, A. M. Vélez-Pereira, K. Tesfagiorgis, and J. R. CoronadoHernández, “Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region,” Water (Switzerland), vol. 11, no. 2, 2019, doi: 10.3390/w11020358. [7] X. Bai, Luo, H., and Xie, P. Experimental investigation on hydrodynamic performance of side-by-side three barges in topsides floatover installation in beam seas. Ocean Engineerig 236, 2021. [8] M. Naskar, Das, S., Sahu, S., Gogoi, P., and Das, B. Impact of barge movement on phytoplankton diversity in a river: A Bayesian risk estimation framework. Journal of Enviremental Management, 295, 2021. |
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554 |
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198 |
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559 |
| dc.rights.spa.fl_str_mv |
Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0) © 2021 The Author(s). Published by Elsevier B.V. |
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https://creativecommons.org/licenses/by-nc-nd/4.0/ |
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0) © 2021 The Author(s). Published by Elsevier B.V. https://creativecommons.org/licenses/by-nc-nd/4.0/ http://purl.org/coar/access_right/c_abf2 |
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openAccess |
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Elsevier BV |
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Netherlands |
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Coronado-Hernández, Oscar E.Coronado-Hernandez, Jairo R.Romero-Conrado, Alfonso R.Gatica, GustavoOlmedo, AlexisCoronado Hernández, Oscar E.2022-06-08T12:21:35Z2022-06-08T12:21:35Z20221877-0509https://hdl.handle.net/11323/9218https://doi.org/10.1016/j.procs.2021.12.28510.1016/j.procs.2021.12.285Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/A key element for water supply systems is the design of the water intake components. Mobile floating platforms (barges) are helpful when the hydraulic system displays substantial variations in water levels. This study presents the hydrological considerations that should be considered for the design of the barge’s pipeline runway. The analysis takes into consideration the maximum and minimum water levels measured at the location. The study was carried out at the Magdalena River -Plato (Colombia) station, finding variations in water levels of between 12.3 m and 16.1 m for return periods of 25 and 100 years, respectively. This information is helpful for designers and consultants in order to design an appropriate barge pipeline runway.6 páginasapplication/pdfengElsevier BVNetherlandsAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)© 2021 The Author(s). Published by Elsevier B.V.https://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Hydrological considerations for sizing of a barge discharge pipeline runwayArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a85https://www.sciencedirect.com/science/article/pii/S1877050921025242Procedia Computer Science[1] A. Gonzalez-Alvarez, O. E. Coronado-Hernández, V. S. Fuertes-Miquel, and H. M. Ramos, “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, vol. 3, no. 2, 2018, doi: 10.3390/fluids3020027.[2] J. Obeysekera and J. D. Salas, “Quantifying the Uncertainty of Design Floods under Nonstationary Conditions,” J. Hydrol. Eng., vol. 19, no. 7, pp. 1438–1446, 2014, doi: 10.1061/(asce)he.1943-5584.0000931.[3] Ó. E. Coronado-Hernández, E. Merlano-Sabalza, Z. Díaz-Vergara, and J. R. Coronado-Hernández, “Selection of hydrological probability distributions for extreme rainfall events in the regions of Colombia,” Water (Switzerland), vol. 12, no. 5, 2020, doi:10.3390/W12051397.[4] D. Butler and J. W. Davies, Urban Drainage, 2nd ed. Taylor & Francis Group, 2004.[5] Ministerio de Vivienda, Reglamento Técnico del Sector de Agua Potable y Saneamiento Básico - RAS. Colombia, 2017.[6] A. González-álvarez, O. M. Viloria-Marimón, O. E. Coronado-Hernández, A. M. Vélez-Pereira, K. Tesfagiorgis, and J. R. CoronadoHernández, “Isohyetal maps of daily maximum rainfall for different return periods for the Colombian Caribbean Region,” Water (Switzerland), vol. 11, no. 2, 2019, doi: 10.3390/w11020358.[7] X. Bai, Luo, H., and Xie, P. Experimental investigation on hydrodynamic performance of side-by-side three barges in topsides floatover installation in beam seas. Ocean Engineerig 236, 2021.[8] M. Naskar, Das, S., Sahu, S., Gogoi, P., and Das, B. Impact of barge movement on phytoplankton diversity in a river: A Bayesian risk estimation framework. Journal of Enviremental Management, 295, 2021.554198559BargePipeline runwayHydrologyVariation in water levelsPublicationed6debd7-390c-4454-988f-881ac48d1279https://scholar.google.ca/citations?user=ELMB_rQAAAAJ&hl=en0000-0002-6574-0857ORIGINALHydrological Considerations for Sizing of a Barge Discharge Pipeline Runway.pdfHydrological Considerations for Sizing of a Barge Discharge Pipeline Runway.pdfapplication/pdf580752https://repositorio.cuc.edu.co/bitstreams/51508e70-3d55-47ee-96e1-b0682fa28a7a/download242022d64f8a3a899961061378cd2be5MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-83196https://repositorio.cuc.edu.co/bitstreams/96aceb60-69e4-4065-92dd-2cf642fe8fd5/downloade30e9215131d99561d40d6b0abbe9badMD52TEXTHydrological Considerations for Sizing of a Barge Discharge Pipeline Runway.pdf.txtHydrological Considerations for Sizing of a Barge Discharge Pipeline 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