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...

Full description

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.
id REPOEAFIT2_ae819c6aff37a047681515f48eb59d80
oai_identifier_str oai:repository.eafit.edu.co:10784/11284
network_acronym_str REPOEAFIT2
network_name_str Repositorio EAFIT
repository_id_str
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
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.coar.fl_str_mv 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
collection Repositorio Institucional Universidad EAFIT
bitstream.url.fl_str_mv https://repository.eafit.edu.co/bitstreams/6446f5ff-5710-4a90-9883-92517a6f20fb/download
https://repository.eafit.edu.co/bitstreams/bc2495ee-b5d5-475b-b806-af6f24576062/download
https://repository.eafit.edu.co/bitstreams/1350ecdb-acdf-4935-a13f-4e713c5b5e1a/download
bitstream.checksum.fl_str_mv 4c6ab3544d86b005f1dd55ddb4c71101
37cace8a76fbd00c9ffc1fca9c4da67a
da9b21a5c7e00c7f1127cef8e97035e0
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
repository.name.fl_str_mv Repositorio Institucional Universidad EAFIT
repository.mail.fl_str_mv repositorio@eafit.edu.co
_version_ 1814110490084769792
spelling 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