Relative shear stress distribution in vegetated flows : an experimental uncertainty study

Vegetation exerts a strong control in the morphological evolution of fluvial systems. It is therefore important to include the effects of vegetation in fluvial studies and numerical models. By assuming a momentum conservation balance, a common way to analyze the flow resistance in vegetated channels...

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Autores:
Tipo de recurso:
masterThesis
Fecha de publicación:
2019
Institución:
Pontificia Universidad Javeriana
Repositorio:
Repositorio Universidad Javeriana
Idioma:
spa
OAI Identifier:
oai:repository.javeriana.edu.co:10554/51126
Acceso en línea:
http://hdl.handle.net/10554/51126
https://doi.org/10.11144/Javeriana.10554.51126
Palabra clave:
Vegetated flows
Shear-stress partitioning
Rigid vegetation
Laboratory experiments
Maestría en hidrosistemas - Tesis y disertaciones académicas
Incertidumbre
Vegetación
Rights
openAccess
License
Atribución-NoComercial-SinDerivadas 4.0 Internacional
id JAVERIANA_640cd3fb74112f585217f8e8bfdaafa1
oai_identifier_str oai:repository.javeriana.edu.co:10554/51126
network_acronym_str JAVERIANA
network_name_str Repositorio Universidad Javeriana
repository_id_str
dc.title.none.fl_str_mv Relative shear stress distribution in vegetated flows : an experimental uncertainty study
title Relative shear stress distribution in vegetated flows : an experimental uncertainty study
spellingShingle Relative shear stress distribution in vegetated flows : an experimental uncertainty study
Munar Marinez, William Mateo
Vegetated flows
Shear-stress partitioning
Rigid vegetation
Laboratory experiments
Maestría en hidrosistemas - Tesis y disertaciones académicas
Incertidumbre
Vegetación
title_short Relative shear stress distribution in vegetated flows : an experimental uncertainty study
title_full Relative shear stress distribution in vegetated flows : an experimental uncertainty study
title_fullStr Relative shear stress distribution in vegetated flows : an experimental uncertainty study
title_full_unstemmed Relative shear stress distribution in vegetated flows : an experimental uncertainty study
title_sort Relative shear stress distribution in vegetated flows : an experimental uncertainty study
dc.creator.none.fl_str_mv Munar Marinez, William Mateo
author Munar Marinez, William Mateo
author_facet Munar Marinez, William Mateo
author_role author
dc.contributor.none.fl_str_mv Vargas Luna, Andrés
Torres Abello, Andres Eduardo
dc.subject.none.fl_str_mv Vegetated flows
Shear-stress partitioning
Rigid vegetation
Laboratory experiments
Maestría en hidrosistemas - Tesis y disertaciones académicas
Incertidumbre
Vegetación
topic Vegetated flows
Shear-stress partitioning
Rigid vegetation
Laboratory experiments
Maestría en hidrosistemas - Tesis y disertaciones académicas
Incertidumbre
Vegetación
description Vegetation exerts a strong control in the morphological evolution of fluvial systems. It is therefore important to include the effects of vegetation in fluvial studies and numerical models. By assuming a momentum conservation balance, a common way to analyze the flow resistance in vegetated channels splits the total shear stress, τ, into shear stress due to vegetation (or vegetation drag), τ_v, and bed-shear stress, τ_b. However, there are no methodologies available to reduce the contribution of the bed-shear stress, when the vegetation is sparse or dense. To study the latter effect, an intense experimental investigation is carried out. The laboratory experiments are performed in a tilting flume, using rigid vegetation at three different densities and considering emergent and submerged hydraulic conditions. In all the analyzes, the experimental uncertainty was taken into account to improve the representativity of the results obtained. It was found that using the methods without uncertainties can generate errors between 0.1% and 245% and an average error of 62%, compared with the results obtained by considering the propagation of uncertainties. It was possible to develop an equation by PLS to estimate the distribution of shear forces with parameters independent of the flow and representing the characteristics of the vegetation and the channel. This model predicts enough values to represent the process with an error in the estimate of 16%. Our results of this investigation show that the bed-shear stress contribution reduces considerably in configurations where dense vegetation is present.
publishDate 2019
dc.date.none.fl_str_mv 2019
2020-09-21T17:40:32Z
2020-09-21T17:40:32Z
dc.type.none.fl_str_mv http://purl.org/coar/version/c_ab4af688f83e57aa
Tesis/Trabajo de grado - Monografía - Maestría
http://purl.org/coar/resource_type/c_bdcc
info:eu-repo/semantics/masterThesis
info:eu-repo/semantics/publishedVersion
format masterThesis
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/10554/51126
https://doi.org/10.11144/Javeriana.10554.51126
instname:Pontificia Universidad Javeriana
reponame:Repositorio Institucional - Pontificia Universidad Javeriana
repourl:https://repository.javeriana.edu.co
url http://hdl.handle.net/10554/51126
https://doi.org/10.11144/Javeriana.10554.51126
identifier_str_mv instname:Pontificia Universidad Javeriana
reponame:Repositorio Institucional - Pontificia Universidad Javeriana
repourl:https://repository.javeriana.edu.co
dc.language.none.fl_str_mv spa
language spa
dc.rights.none.fl_str_mv Atribución-NoComercial-SinDerivadas 4.0 Internacional
http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
http://purl.org/coar/access_right/c_abf2
rights_invalid_str_mv Atribución-NoComercial-SinDerivadas 4.0 Internacional
http://creativecommons.org/licenses/by-nc-nd/4.0/
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv PDF
application/pdf
application/pdf
application/pdf
application/pdf
dc.publisher.none.fl_str_mv Pontificia Universidad Javeriana
Maestría en Hidrosistemas
Facultad de Ingeniería
publisher.none.fl_str_mv Pontificia Universidad Javeriana
Maestría en Hidrosistemas
Facultad de Ingeniería
dc.source.none.fl_str_mv reponame:Repositorio Universidad Javeriana
instname:Pontificia Universidad Javeriana
instacron:Pontificia Universidad Javeriana
instname_str Pontificia Universidad Javeriana
instacron_str Pontificia Universidad Javeriana
institution Pontificia Universidad Javeriana
reponame_str Repositorio Universidad Javeriana
collection Repositorio Universidad Javeriana
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spelling Relative shear stress distribution in vegetated flows : an experimental uncertainty studyMunar Marinez, William MateoVegetated flowsShear-stress partitioningRigid vegetationLaboratory experimentsMaestría en hidrosistemas - Tesis y disertaciones académicasIncertidumbreVegetaciónVegetation exerts a strong control in the morphological evolution of fluvial systems. It is therefore important to include the effects of vegetation in fluvial studies and numerical models. By assuming a momentum conservation balance, a common way to analyze the flow resistance in vegetated channels splits the total shear stress, τ, into shear stress due to vegetation (or vegetation drag), τ_v, and bed-shear stress, τ_b. However, there are no methodologies available to reduce the contribution of the bed-shear stress, when the vegetation is sparse or dense. To study the latter effect, an intense experimental investigation is carried out. The laboratory experiments are performed in a tilting flume, using rigid vegetation at three different densities and considering emergent and submerged hydraulic conditions. In all the analyzes, the experimental uncertainty was taken into account to improve the representativity of the results obtained. It was found that using the methods without uncertainties can generate errors between 0.1% and 245% and an average error of 62%, compared with the results obtained by considering the propagation of uncertainties. It was possible to develop an equation by PLS to estimate the distribution of shear forces with parameters independent of the flow and representing the characteristics of the vegetation and the channel. This model predicts enough values to represent the process with an error in the estimate of 16%. Our results of this investigation show that the bed-shear stress contribution reduces considerably in configurations where dense vegetation is present.Magíster en HidrosistemasMaestríaPontificia Universidad JaverianaMaestría en HidrosistemasFacultad de IngenieríaVargas Luna, AndrésTorres Abello, Andres Eduardo2020-09-21T17:40:32Z2020-09-21T17:40:32Z2019http://purl.org/coar/version/c_ab4af688f83e57aaTesis/Trabajo de grado - Monografía - Maestríahttp://purl.org/coar/resource_type/c_bdccinfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/publishedVersionPDFapplication/pdfapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/10554/51126https://doi.org/10.11144/Javeriana.10554.51126instname:Pontificia Universidad Javerianareponame:Repositorio Institucional - Pontificia Universidad Javerianarepourl:https://repository.javeriana.edu.cospaAtribución-NoComercial-SinDerivadas 4.0 Internacionalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessDe acuerdo con la naturaleza del uso concedido, la presente licencia parcial se otorga a título gratuito por el máximo tiempo legal colombiano, con el propósito de que en dicho lapso mi (nuestra) obra sea explotada en las condiciones aquí estipuladas y para los fines indicados, respetando siempre la titularidad de los derechos patrimoniales y morales correspondientes, de acuerdo con los usos honrados, de manera proporcional y justificada a la finalidad perseguida, sin ánimo de lucro ni de comercialización. De manera complementaria, garantizo (garantizamos) en mi (nuestra) calidad de estudiante (s) y por ende autor (es) exclusivo (s), que la Tesis o Trabajo de Grado en cuestión, es producto de mi (nuestra) plena autoría, de mi (nuestro) esfuerzo personal intelectual, como consecuencia de mi (nuestra) creación original particular y, por tanto, soy (somos) el (los) único (s) titular (es) de la misma. Además, aseguro (aseguramos) que no contiene citas, ni transcripciones de otras obras protegidas, por fuera de los límites autorizados por la ley, según los usos honrados, y en proporción a los fines previstos; ni tampoco contempla declaraciones difamatorias contra terceros; respetando el derecho a la imagen, intimidad, buen nombre y demás derechos constitucionales. Adicionalmente, manifiesto (manifestamos) que no se incluyeron expresiones contrarias al orden público ni a las buenas costumbres. En consecuencia, la responsabilidad directa en la elaboración, presentación, investigación y, en general, contenidos de la Tesis o Trabajo de Grado es de mí (nuestro) competencia exclusiva, eximiendo de toda responsabilidad a la Pontifica Universidad Javeriana por tales aspectos. Sin perjuicio de los usos y atribuciones otorgadas en virtud de este documento, continuaré (continuaremos) conservando los correspondientes derechos patrimoniales sin modificación o restricción alguna, puesto que, de acuerdo con la legislación colombiana aplicable, el presente es un acuerdo jurídico que en ningún caso conlleva la enajenación de los derechos patrimoniales derivados del régimen del Derecho de Autor. De conformidad con lo establecido en el artículo 30 de la Ley 23 de 1982 y el artículo 11 de la Decisión Andina 351 de 1993, "Los derechos morales sobre el trabajo son propiedad de los autores", los cuales son irrenunciables, imprescriptibles, inembargables e inalienables. En consecuencia, la Pontificia Universidad Javeriana está en la obligación de RESPETARLOS Y HACERLOS RESPETAR, para lo cual tomará las medidas correspondientes para garantizar su observancia.http://purl.org/coar/access_right/c_abf2reponame:Repositorio Universidad Javerianainstname:Pontificia Universidad Javerianainstacron:Pontificia Universidad Javeriana2022-04-29T16:53:45Z