Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical Simulations
In the biological context water is known to be favorable in wetlands, whether these are natural or artificial. The problem being addressed is the lack of hydrodynamic studies on the know-how of water behavior in artificial wetlands. This work was analyzed in three localities, and was complemented wi...
- Autores:
-
Munguía-Balvanera, Emmanuel
Blanco-Piñón, Alberto
Alavez-Ramírez, Justino
- Tipo de recurso:
- Fecha de publicación:
- 2016
- Institución:
- Universidad EAFIT
- Repositorio:
- Repositorio EAFIT
- Idioma:
- spa
- OAI Identifier:
- oai:repository.eafit.edu.co:10784/11284
- Acceso en línea:
- http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3326
http://hdl.handle.net/10784/11284
- Palabra clave:
- rectangular channels network
meanders
depth
energy dissipation
water volumes retention
rejas de canales
meandros
calados
disipación de energía
retención de volúmenes de agua
- Rights
- License
- Copyright (c) 2016 Ingeniería y Ciencia | ing.cienc.
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dc.title.eng.fl_str_mv |
Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical Simulations |
dc.title.spa.fl_str_mv |
Análisis hidrodinámico de rejas de canales mediante simulaciones numéricas bidimensionales |
title |
Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical Simulations |
spellingShingle |
Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical Simulations rectangular channels network meanders depth energy dissipation water volumes retention rejas de canales meandros calados disipación de energía retención de volúmenes de agua |
title_short |
Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical Simulations |
title_full |
Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical Simulations |
title_fullStr |
Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical Simulations |
title_full_unstemmed |
Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical Simulations |
title_sort |
Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical Simulations |
dc.creator.fl_str_mv |
Munguía-Balvanera, Emmanuel Blanco-Piñón, Alberto Alavez-Ramírez, Justino |
dc.contributor.author.none.fl_str_mv |
Munguía-Balvanera, Emmanuel Blanco-Piñón, Alberto Alavez-Ramírez, Justino |
dc.subject.keyword.eng.fl_str_mv |
rectangular channels network meanders depth energy dissipation water volumes retention |
topic |
rectangular channels network meanders depth energy dissipation water volumes retention rejas de canales meandros calados disipación de energía retención de volúmenes de agua |
dc.subject.keyword.spa.fl_str_mv |
rejas de canales meandros calados disipación de energía retención de volúmenes de agua |
description |
In the biological context water is known to be favorable in wetlands, whether these are natural or artificial. The problem being addressed is the lack of hydrodynamic studies on the know-how of water behavior in artificial wetlands. This work was analyzed in three localities, and was complemented with a comparison of the shape of artificial wetlands at different ages and parts of the world; and it was concluded that its geometry is in a grid-shaped canals. For the artificial wetland grid a free two-dimensional software was used to make numerical simulations and deduce the hydrodynamic behavior. It was shown that the grid accomplishes the behavior of the natural wetlands; dissipating the energy of the water flow by draining and holding it down. The grid canal does it better than an equivalent meandering canal; the results were not found in other sources. The advantage of using a free 2D software to make artificial wetland simulations is its convenient representation of water flows and low cost. More research remains to be done on the field of wetland hydrodynamics, such as: different geometric shapes, the inclusion of sediment drag, rain simulation, among other aspects. |
publishDate |
2016 |
dc.date.issued.none.fl_str_mv |
2016-02-22 |
dc.date.available.none.fl_str_mv |
2017-04-03T16:10:26Z |
dc.date.accessioned.none.fl_str_mv |
2017-04-03T16:10:26Z |
dc.date.none.fl_str_mv |
2016-02-22 |
dc.type.eng.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion article publishedVersion |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_6501 http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.local.spa.fl_str_mv |
Artículo |
status_str |
publishedVersion |
dc.identifier.issn.none.fl_str_mv |
2256-4314 1794–9165 |
dc.identifier.uri.none.fl_str_mv |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3326 http://hdl.handle.net/10784/11284 |
dc.identifier.doi.none.fl_str_mv |
10.17230/ingciencia.12.23.4 |
identifier_str_mv |
2256-4314 1794–9165 10.17230/ingciencia.12.23.4 |
url |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3326 http://hdl.handle.net/10784/11284 |
dc.language.iso.none.fl_str_mv |
spa |
language |
spa |
dc.relation.isversionof.none.fl_str_mv |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3326 |
dc.rights.spa.fl_str_mv |
Copyright (c) 2016 Ingeniería y Ciencia | ing.cienc. http://creativecommons.org/licenses/by/4.0 |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.local.spa.fl_str_mv |
Acceso abierto |
rights_invalid_str_mv |
Copyright (c) 2016 Ingeniería y Ciencia | ing.cienc. http://creativecommons.org/licenses/by/4.0 Acceso abierto http://purl.org/coar/access_right/c_abf2 |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.spa.fl_str_mv |
Universidad EAFIT |
dc.source.none.fl_str_mv |
instname:Universidad EAFIT reponame:Repositorio Institucional Universidad EAFIT |
dc.source.eng.fl_str_mv |
Ingeniería y Ciencia | ing.cienc.; Vol 12, No 23 (2016); 73-92 |
dc.source.spa.fl_str_mv |
Ingeniería y Ciencia | ing.cienc.; Vol 12, No 23 (2016); 73-92 |
instname_str |
Universidad EAFIT |
institution |
Universidad EAFIT |
reponame_str |
Repositorio Institucional Universidad EAFIT |
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Repositorio Institucional Universidad EAFIT |
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2016-02-222017-04-03T16:10:26Z2016-02-222017-04-03T16:10:26Z2256-43141794–9165http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3326http://hdl.handle.net/10784/1128410.17230/ingciencia.12.23.4In the biological context water is known to be favorable in wetlands, whether these are natural or artificial. The problem being addressed is the lack of hydrodynamic studies on the know-how of water behavior in artificial wetlands. This work was analyzed in three localities, and was complemented with a comparison of the shape of artificial wetlands at different ages and parts of the world; and it was concluded that its geometry is in a grid-shaped canals. For the artificial wetland grid a free two-dimensional software was used to make numerical simulations and deduce the hydrodynamic behavior. It was shown that the grid accomplishes the behavior of the natural wetlands; dissipating the energy of the water flow by draining and holding it down. The grid canal does it better than an equivalent meandering canal; the results were not found in other sources. The advantage of using a free 2D software to make artificial wetland simulations is its convenient representation of water flows and low cost. More research remains to be done on the field of wetland hydrodynamics, such as: different geometric shapes, the inclusion of sediment drag, rain simulation, among other aspects.En el contexto biológico se sabe que el agua en los humedales es favorable, sean naturales o artificiales. El problema a tratar es la falta de estudios de hidrodinámica para el conocimiento sobre el comportamiento del agua en los humedales artificiales. En este trabajo se analizó en tres localidades, y se complementó con una comparación de la forma que tienen los humedales artificiales en diferentes épocas y partes del mundo; y se dedujo que su geometría es en forma de reja de canales. Para la reja en los humedales artificiales se utilizó un software libre en dos dimensiones para realizar simulaciones numéricas y deducir el comportamiento hidrodinámico. Se demostró que la reja cumple con el comportamiento en los humedales naturales; disipar la energía del agua al escurrir y retenerla. La reja de canales lo hace de mejor manera que un canal equivalente con meandros; resultados que no se encontraron en otras referencias. La ventaja de utilizar un software 2D y libre para hacer simulaciones en humedales artificiales es su práctica representación de flujos de agua y bajo costo. Quedan más investigaciones por hacer para el estudio de la hidrodinámica de los humedales artificiales, como son: diferentes geometrías, incluir arrastre de sedimento, simular lluvia, entre otros aspectos.application/pdfspaUniversidad EAFIThttp://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3326Copyright (c) 2016 Ingeniería y Ciencia | ing.cienc.http://creativecommons.org/licenses/by/4.0Acceso abiertohttp://purl.org/coar/access_right/c_abf2instname:Universidad EAFITreponame:Repositorio Institucional Universidad EAFITIngeniería y Ciencia | ing.cienc.; Vol 12, No 23 (2016); 73-92Ingeniería y Ciencia | ing.cienc.; Vol 12, No 23 (2016); 73-92Hydrodynamic Analysis of Rectangular Channels Network Using Twodimensional Numerical SimulationsAnálisis hidrodinámico de rejas de canales mediante simulaciones numéricas bidimensionalesinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionarticlepublishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1rectangular channels networkmeandersdepthenergy dissipationwater volumes retentionrejas de canalesmeandroscaladosdisipación de energíaretención de volúmenes de aguaMunguía-Balvanera, EmmanuelBlanco-Piñón, AlbertoAlavez-Ramírez, JustinoIngeniería y Ciencia12237392ing.ciencORIGINALdocument (32).pdfdocument (32).pdfTexto completo PDFapplication/pdf2970263https://repository.eafit.edu.co/bitstreams/6446f5ff-5710-4a90-9883-92517a6f20fb/download4c6ab3544d86b005f1dd55ddb4c71101MD52articulo.htmlarticulo.htmlTexto completo HTMLtext/html374https://repository.eafit.edu.co/bitstreams/bc2495ee-b5d5-475b-b806-af6f24576062/download37cace8a76fbd00c9ffc1fca9c4da67aMD54THUMBNAILminaitura-ig_Mesa de trabajo 1.jpgminaitura-ig_Mesa de trabajo 1.jpgimage/jpeg265796https://repository.eafit.edu.co/bitstreams/1350ecdb-acdf-4935-a13f-4e713c5b5e1a/downloadda9b21a5c7e00c7f1127cef8e97035e0MD5310784/11284oai:repository.eafit.edu.co:10784/112842020-03-01 18:02:08.532open.accesshttps://repository.eafit.edu.coRepositorio Institucional Universidad EAFITrepositorio@eafit.edu.co |