Análise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVC

Bibliographic Details
Main Author: Silva, Juciano Gabriel da
Publication Date: 2021
Format: Master thesis
Language: por
Source: Manancial - Repositório Digital da UFSM
Download full: http://repositorio.ufsm.br/handle/1/23767
Summary: The continuous pressure drop in the pressurized irrigation system is an extremely important factor that must be taken into account when designing hydraulics. For your estimation to be performed correctly, you need precise information about the system, and the choice of suitable equations by the designer. Therefore, the present work has the objectives of: comparing estimates of the head loss by the Darcy-Weisbach equation with the roughness obtained by the Ra parameter of the roughness profile, with the head loss determined in a U-shaped column mercury manometer; develop equations that estimate the head loss coefficients of the Hazen-Williams equations (coefficient C), Scobey (coefficient Ks), Flamant (coefficient b) and Manning (coefficient n). For this purpose, measurements of the Ra parameter of the roughness profile were carried out with the aid of a bench rugosimeter, brand Mitutoyo, model SJ- 410, in PVC tubes, in the transverse and longitudinal direction of the flow. To analyze the performance in the use of the Ra parameter of the roughness profile in determining the distributed head loss and the accuracy of the results obtained by the empirical formulas, the results were submitted to statistical evaluations of agreement indices "d", correlation coefficient "r” and performance “c”, in addition to the estimate of the percentage error. The results estimated by the empirical equations with the coefficients obtained in this study, reduced the percentage error in the determination of head loss when compared to the use of a fixed coefficient for the same manufacturing material of the pipes, in addition to presenting an excellent correlation with results estimated by the equation by Darcy-Weisbach. The roughness values obtained from the Ra parameter of the roughness profile, showed a good correlation with the pressure drop measured in the laboratory and its results ranged from 0.77 to 3.59 μm in PVC tubes with nominal diameters of 32, 40, 50 and 75.
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spelling 2022-03-11T18:12:57Z2022-03-11T18:12:57Z2021-12-03http://repositorio.ufsm.br/handle/1/23767The continuous pressure drop in the pressurized irrigation system is an extremely important factor that must be taken into account when designing hydraulics. For your estimation to be performed correctly, you need precise information about the system, and the choice of suitable equations by the designer. Therefore, the present work has the objectives of: comparing estimates of the head loss by the Darcy-Weisbach equation with the roughness obtained by the Ra parameter of the roughness profile, with the head loss determined in a U-shaped column mercury manometer; develop equations that estimate the head loss coefficients of the Hazen-Williams equations (coefficient C), Scobey (coefficient Ks), Flamant (coefficient b) and Manning (coefficient n). For this purpose, measurements of the Ra parameter of the roughness profile were carried out with the aid of a bench rugosimeter, brand Mitutoyo, model SJ- 410, in PVC tubes, in the transverse and longitudinal direction of the flow. To analyze the performance in the use of the Ra parameter of the roughness profile in determining the distributed head loss and the accuracy of the results obtained by the empirical formulas, the results were submitted to statistical evaluations of agreement indices "d", correlation coefficient "r” and performance “c”, in addition to the estimate of the percentage error. The results estimated by the empirical equations with the coefficients obtained in this study, reduced the percentage error in the determination of head loss when compared to the use of a fixed coefficient for the same manufacturing material of the pipes, in addition to presenting an excellent correlation with results estimated by the equation by Darcy-Weisbach. The roughness values obtained from the Ra parameter of the roughness profile, showed a good correlation with the pressure drop measured in the laboratory and its results ranged from 0.77 to 3.59 μm in PVC tubes with nominal diameters of 32, 40, 50 and 75.A perda de carga contínua no sistema de irrigação pressurizado é um fator de extrema importância e que deve ser levado em consideração no momento do dimensionamento hidráulico. Para que sua estimativa seja realizada corretamente, necessita-se de informações precisas sobre o sistema, e a escolha de equações adequadas pelo projetista. Portanto, o presente trabalho tem os objetivos de: comparar estimativas da perda de carga pela equação de Darcy-Weisbach com a rugosidade obtida pelo parâmetro Ra do perfil de rugosidade, com a perda de carga determinada em manômetro de mercúrio tipo coluna em “U”; desenvolver equações que estimem os coeficientes de perda de carga das equações de Hazen-Williams (coeficiente C), Scobey (coeficiente Ks), Flamant (coeficiente b) e Manning (coeficiente n). Para tal, foram realizadas medições do parâmetro Ra do perfil de rugosidade com o auxílio do rugosímetro de bancada da marca Mitutoyo, modelo SJ- 410, em tubos de PVC, no sentido transversal e longitudinal ao fluxo. Para analisar o desempenho no uso do parâmetro Ra do perfil de rugosidade na determinação da perda de carga distribuída e a precisão dos resultados obtidos pelas fórmulas empíricas, os resultados foram submetidos a avaliações estatísticas de índices de concordância “d”, coeficiente de correlação “r” e desempenho “c”, além da estimativa do erro percentual. Os resultados estimados pelas equações empíricas com os coeficientes obtidos neste estudo, reduziu o erro percentual na determinação da perda de carga quanto comparada ao uso de um coeficiente fixo para o mesmo material de fabricação das tubulações, além de apresentar excelente correlação com resultados estimados pela equação de Darcy-Weisbach. Os valores de rugosidade obtidos a partir do parâmetro Ra do perfil de rugosidade, apresentou-se boa correlação com a perda de carga medida em laboratório e seus resultados variaram de 0,77 a 3,59 μm nos tubos de PVC com diâmetros nominais de 32, 40, 50 e 75.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESporUniversidade Federal de Santa MariaCentro de Ciências RuraisPrograma de Pós-Graduação em Engenharia AgrícolaUFSMBrasilEngenharia AgrícolaAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessDarcy-WeisbachHazen-WilliamsFlamantRugosidade absolutaCoeficiente de atritoAbsolute roughnessCoefficient of frictionCNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLAAnálise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVCAnalysis of coefficients in empirical formulas for continuous load loss in PVC pipesinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisPeiter, Marcia Xavierhttp://lattes.cnpq.br/4072803412132476Robaina, Adroaldo DiasKopp, Luciana MariniPimenta, Bruna Dalcinhttp://lattes.cnpq.br/9858061320995393Silva, Juciano Gabriel da500300000008600600600600aa9a3730-307d-44a2-8042-8c43bcf8e4b1a36eddf2-7088-42c4-8e03-cd1f5ff244b2b3a282ad-3e3e-42b1-b88c-5bc23251b46215778099-53d7-4374-a72b-6c597b974e0bdeddfbd2-16d3-4c22-a94f-610dc36b2019reponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSMORIGINALDIS_PPGEA_2021_SILVA_JUCIANO.pdfDIS_PPGEA_2021_SILVA_JUCIANO.pdfDissertação de mestradoapplication/pdf2119813http://repositorio.ufsm.br/bitstream/1/23767/1/DIS_PPGEA_2021_SILVA_JUCIANO.pdf0750c32ae4792b6f27faf9b323223fe2MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8805http://repositorio.ufsm.br/bitstream/1/23767/2/license_rdf4460e5956bc1d1639be9ae6146a50347MD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81956http://repositorio.ufsm.br/bitstream/1/23767/3/license.txt2f0571ecee68693bd5cd3f17c1e075dfMD531/237672022-03-11 15:15:18.017oai:repositorio.ufsm.br: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ório Institucionalhttp://repositorio.ufsm.br/PUBhttp://repositorio.ufsm.br/oai/requestopendoar:39132022-03-11T18:15:18Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)false
dc.title.por.fl_str_mv Análise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVC
dc.title.alternative.eng.fl_str_mv Analysis of coefficients in empirical formulas for continuous load loss in PVC pipes
title Análise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVC
spellingShingle Análise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVC
Silva, Juciano Gabriel da
Darcy-Weisbach
Hazen-Williams
Flamant
Rugosidade absoluta
Coeficiente de atrito
Absolute roughness
Coefficient of friction
CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
title_short Análise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVC
title_full Análise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVC
title_fullStr Análise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVC
title_full_unstemmed Análise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVC
title_sort Análise de coeficientes em fórmulas empíricas de perda de carga contínua em tubos de PVC
author Silva, Juciano Gabriel da
author_facet Silva, Juciano Gabriel da
author_role author
dc.contributor.advisor1.fl_str_mv Peiter, Marcia Xavier
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/4072803412132476
dc.contributor.advisor-co1.fl_str_mv Robaina, Adroaldo Dias
dc.contributor.referee1.fl_str_mv Kopp, Luciana Marini
dc.contributor.referee2.fl_str_mv Pimenta, Bruna Dalcin
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/9858061320995393
dc.contributor.author.fl_str_mv Silva, Juciano Gabriel da
contributor_str_mv Peiter, Marcia Xavier
Robaina, Adroaldo Dias
Kopp, Luciana Marini
Pimenta, Bruna Dalcin
dc.subject.por.fl_str_mv Darcy-Weisbach
Hazen-Williams
Flamant
Rugosidade absoluta
Coeficiente de atrito
topic Darcy-Weisbach
Hazen-Williams
Flamant
Rugosidade absoluta
Coeficiente de atrito
Absolute roughness
Coefficient of friction
CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
dc.subject.eng.fl_str_mv Absolute roughness
Coefficient of friction
dc.subject.cnpq.fl_str_mv CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
description The continuous pressure drop in the pressurized irrigation system is an extremely important factor that must be taken into account when designing hydraulics. For your estimation to be performed correctly, you need precise information about the system, and the choice of suitable equations by the designer. Therefore, the present work has the objectives of: comparing estimates of the head loss by the Darcy-Weisbach equation with the roughness obtained by the Ra parameter of the roughness profile, with the head loss determined in a U-shaped column mercury manometer; develop equations that estimate the head loss coefficients of the Hazen-Williams equations (coefficient C), Scobey (coefficient Ks), Flamant (coefficient b) and Manning (coefficient n). For this purpose, measurements of the Ra parameter of the roughness profile were carried out with the aid of a bench rugosimeter, brand Mitutoyo, model SJ- 410, in PVC tubes, in the transverse and longitudinal direction of the flow. To analyze the performance in the use of the Ra parameter of the roughness profile in determining the distributed head loss and the accuracy of the results obtained by the empirical formulas, the results were submitted to statistical evaluations of agreement indices "d", correlation coefficient "r” and performance “c”, in addition to the estimate of the percentage error. The results estimated by the empirical equations with the coefficients obtained in this study, reduced the percentage error in the determination of head loss when compared to the use of a fixed coefficient for the same manufacturing material of the pipes, in addition to presenting an excellent correlation with results estimated by the equation by Darcy-Weisbach. The roughness values obtained from the Ra parameter of the roughness profile, showed a good correlation with the pressure drop measured in the laboratory and its results ranged from 0.77 to 3.59 μm in PVC tubes with nominal diameters of 32, 40, 50 and 75.
publishDate 2021
dc.date.issued.fl_str_mv 2021-12-03
dc.date.accessioned.fl_str_mv 2022-03-11T18:12:57Z
dc.date.available.fl_str_mv 2022-03-11T18:12:57Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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url http://repositorio.ufsm.br/handle/1/23767
dc.language.iso.fl_str_mv por
language por
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dc.rights.driver.fl_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Universidade Federal de Santa Maria
Centro de Ciências Rurais
dc.publisher.program.fl_str_mv Programa de Pós-Graduação em Engenharia Agrícola
dc.publisher.initials.fl_str_mv UFSM
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Engenharia Agrícola
publisher.none.fl_str_mv Universidade Federal de Santa Maria
Centro de Ciências Rurais
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