Rugosidade absoluta em tubulações utilizadas para distribuição de água

Detalhes bibliográficos
Autor(a) principal: Pimenta, Bruna Dalcin
Data de Publicação: 2021
Tipo de documento: Tese
Idioma: por
Título da fonte: Manancial - Repositório Digital da UFSM
Texto Completo: http://repositorio.ufsm.br/handle/1/23341
Resumo: For the design of hydraulic systems used for water distribution, it is necessary to quantify the continuous loss of load along the pipes, for example, by the Darcy-Weisbach (DW) and Hazen-Williams (HW) equations. For this, one of the variables that influences this process is the roughness of the surface of these pipes, which, often, do not have updated information and exact values for a correct sizing of the systems. An alternative to this is the measurement of the roughness of the surface by means of specialized instruments that determine several parameters of amplitude of the irregularities. The aim of this study was to determine and analyze the surface roughness parameters for pipes used in water distribution. The parameters Ra, Rq, Rsk, Rku Rc, Rp, Rv and Rt, in various diameters of materials such as PVC, welded steel, galvanized steel and polytubes will be evaluated. The tests will be conducted in the laboratory using the benchtop rugosimeter and portable rugosimeter. The results obtained showed significant difference in the roughness parameters between the nominal diameters of PVC pipes, welded steel, galvanized steel and polytubes, with the exception of the parameters Rku, Rsk, Rv and Rc in galvanized steel. For PVC tubes, the parameters indicated to represent the roughness were Rp, Ra and Rp in the respective diameters of 32, 50 and 75mm. For the welded steel material, in the diameters of 70.31, 93.75, 125, 200, 250, 300 and 350mm, the suggested parameters were, respectively, Rv, Rp, Rc, Rp, Rt, Rt and Rt. Already in galvanized steel, in the same diameters as welded steel, the parameters indicated were Rq, Rq, Ra, Ra, Ra, Rq and Rq. In polytubes with diameters 100, 130, 200, 450 and 460mm, the parameters Rv, Rt, Rsk, Rt and Rt, respectively, were the most appropriate. Regarding the equipment for measuring the roughness, the portable rugosimeter presented, in PVC tubes, favorable results to its use when compared to the benchtop rugosimeter. Analyzing equations of the head loss coefficient, the formulation of Brkić and Praks (2019) presented the smallest relative errors, with values below 0.01%, and the best adjustments in the statistical indices RMSE, PMARE, NSe and LMe, in relation to the Biberg (2017) and Vatanhkak (2018) equations, in all evaluated materials. Finally, an excellent adjustment was obtained for the head loss coefficients of the Darcy-Weisbach and Hazen-Williams equations, in all materials evaluated, which can be used accurately for Reynolds number values ranging between 4000 and 500000.
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spelling 2021-12-16T14:42:10Z2021-12-16T14:42:10Z2021-07-23http://repositorio.ufsm.br/handle/1/23341For the design of hydraulic systems used for water distribution, it is necessary to quantify the continuous loss of load along the pipes, for example, by the Darcy-Weisbach (DW) and Hazen-Williams (HW) equations. For this, one of the variables that influences this process is the roughness of the surface of these pipes, which, often, do not have updated information and exact values for a correct sizing of the systems. An alternative to this is the measurement of the roughness of the surface by means of specialized instruments that determine several parameters of amplitude of the irregularities. The aim of this study was to determine and analyze the surface roughness parameters for pipes used in water distribution. The parameters Ra, Rq, Rsk, Rku Rc, Rp, Rv and Rt, in various diameters of materials such as PVC, welded steel, galvanized steel and polytubes will be evaluated. The tests will be conducted in the laboratory using the benchtop rugosimeter and portable rugosimeter. The results obtained showed significant difference in the roughness parameters between the nominal diameters of PVC pipes, welded steel, galvanized steel and polytubes, with the exception of the parameters Rku, Rsk, Rv and Rc in galvanized steel. For PVC tubes, the parameters indicated to represent the roughness were Rp, Ra and Rp in the respective diameters of 32, 50 and 75mm. For the welded steel material, in the diameters of 70.31, 93.75, 125, 200, 250, 300 and 350mm, the suggested parameters were, respectively, Rv, Rp, Rc, Rp, Rt, Rt and Rt. Already in galvanized steel, in the same diameters as welded steel, the parameters indicated were Rq, Rq, Ra, Ra, Ra, Rq and Rq. In polytubes with diameters 100, 130, 200, 450 and 460mm, the parameters Rv, Rt, Rsk, Rt and Rt, respectively, were the most appropriate. Regarding the equipment for measuring the roughness, the portable rugosimeter presented, in PVC tubes, favorable results to its use when compared to the benchtop rugosimeter. Analyzing equations of the head loss coefficient, the formulation of Brkić and Praks (2019) presented the smallest relative errors, with values below 0.01%, and the best adjustments in the statistical indices RMSE, PMARE, NSe and LMe, in relation to the Biberg (2017) and Vatanhkak (2018) equations, in all evaluated materials. Finally, an excellent adjustment was obtained for the head loss coefficients of the Darcy-Weisbach and Hazen-Williams equations, in all materials evaluated, which can be used accurately for Reynolds number values ranging between 4000 and 500000.Para o dimensionamento de sistemas hidráulicos utilizados para distribuição de água é necessário a quantificação da perda contínua de carga ao longo das tubulações, através, por exemplo, das equações de Darcy-Weisbach (DW) e Hazen-Williams (HW). Para isso, uma das variáveis que influencia nesse processo é a rugosidade da superfície dessas tubulações, a qual, muitas vezes, não se tem informações atualizadas e valores exatos para um correto dimensionamento dos sistemas. Uma alternativa a isso é a medição da rugosidade da superfície através de instrumentos especializados que determinam diversos parâmetros de amplitude das irregularidades. O objetivo desse estudo foi determinar e analisar os parâmetros de rugosidade da superfície para tubulações utilizadas na distribuição de água. Foram avaliados os parâmetros Ra, Rq, Rsk, Rku, Rc, Rp, Rv e Rt, em diversos diâmetros de materiais como o PVC, aço soldado, aço galvanizado e politubos. Os ensaios foram conduzidos em laboratório utilizando o rugosímetro de bancada e rugosímetro portátil. Os resultados obtidos evidenciaram diferenças significativas dos parâmetros de rugosidade entre os diâmetros nominais de tubos de PVC, aço soldado, aço galvanizado e politubos, com exceção dos parâmetros Rku, Rsk, Rv e Rc no aço galvanizado. Para tubos de PVC, os parâmetros indicados para representar a rugosidade foram Rp, Ra e Rp nos respectivos diâmetros de 32, 50 e 75mm. Para o material aço soldado, nos diâmetros de 70,31, 93,75, 125, 200, 250, 300 e 350mm, os parâmetros sugeridos foram, respectivamente, Rv, Rp, Rc, Rp, Rt, Rt e Rt. Já para o aço galvanizado, nos mesmos diâmetros do aço soldado, os parâmetros indicados foram Rq, Rq, Ra, Ra, Ra, Rq e Rq. Nos politubos de diâmetros 100, 130, 200, 450 e 460mm, os parâmetros Rv, Rt, Rsk, Rt e Rt, respectivamente foram os mais adequados. Em relação aos equipamentos de medição da rugosidade, o rugosímetro portátil apresentou, em tubos de PVC, resultados favoráveis ao seu uso quando comparado ao rugosímetro de bancada. Analisando equações do coeficiente de perda de carga, a formulação de Brkić e Praks (2019) apresentou os menores erros relativos, com valores inferiores a 0,01%, e melhores ajustes nos índices estatísticos RMSE, PMARE, NSe e LMe, em relação as equações de Biberg (2017) e Vatanhkak (2018), em todos os materiais avaliados. E, por fim, obteve-se excelente ajuste para os coeficientes de perda de carga das equações de Darcy-Weisbach e de Hazen-Williams, em todos os materiais avaliados, podendo ser utilizados com precisão para valores do número de Reynolds variando entre 4000 e 500000.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/openAccessPerda contínua de cargaParâmetros da rugosidade de superfícieRugosímetrosHazen-WilliamsDarcy-WeisbachContinuous loss of loadSurface roughness parametersRugosimetersCNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLARugosidade absoluta em tubulações utilizadas para distribuição de águaAbsolute roughness in pipes used for water distributioninfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisRobaina, Adroaldo Diashttp://lattes.cnpq.br/8629241691140049Peiter, Marcia Xavierhttp://lattes.cnpq.br/4072803412132476Frizzone, Jose AntônioRocha, Hermes Soares daSchons, Ricardo LuisSobenko, Luiz Ricardohttp://lattes.cnpq.br/4356461032499240Pimenta, Bruna Dalcin500300000008600600600600600600600600a461031e-e4dd-4408-ac4e-e2eea463cc6142ceb10f-44cd-4260-867b-a18cbe464bd764137f39-49b9-457c-8a82-0be35262315c02dfdc1e-0dfa-4076-8df9-15e02c549682755cbda7-21ee-4e31-bc2b-9b555abbc018df7580f9-7c09-4b69-8f62-e085734af073304e3ef1-3115-48da-bbe6-47b585231b6creponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSMORIGINALTES_PPGEA_2021_PIMENTA_BRUNA.pdfTES_PPGEA_2021_PIMENTA_BRUNA.pdfTese de doutoradoapplication/pdf5687380http://repositorio.ufsm.br/bitstream/1/23341/1/TES_PPGEA_2021_PIMENTA_BRUNA.pdfda4779d85ab407affdf9d2f16d03a364MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; 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dc.title.por.fl_str_mv Rugosidade absoluta em tubulações utilizadas para distribuição de água
dc.title.alternative.eng.fl_str_mv Absolute roughness in pipes used for water distribution
title Rugosidade absoluta em tubulações utilizadas para distribuição de água
spellingShingle Rugosidade absoluta em tubulações utilizadas para distribuição de água
Pimenta, Bruna Dalcin
Perda contínua de carga
Parâmetros da rugosidade de superfície
Rugosímetros
Hazen-Williams
Darcy-Weisbach
Continuous loss of load
Surface roughness parameters
Rugosimeters
CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
title_short Rugosidade absoluta em tubulações utilizadas para distribuição de água
title_full Rugosidade absoluta em tubulações utilizadas para distribuição de água
title_fullStr Rugosidade absoluta em tubulações utilizadas para distribuição de água
title_full_unstemmed Rugosidade absoluta em tubulações utilizadas para distribuição de água
title_sort Rugosidade absoluta em tubulações utilizadas para distribuição de água
author Pimenta, Bruna Dalcin
author_facet Pimenta, Bruna Dalcin
author_role author
dc.contributor.advisor1.fl_str_mv Robaina, Adroaldo Dias
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/8629241691140049
dc.contributor.advisor-co1.fl_str_mv Peiter, Marcia Xavier
dc.contributor.advisor-co1Lattes.fl_str_mv http://lattes.cnpq.br/4072803412132476
dc.contributor.referee1.fl_str_mv Frizzone, Jose Antônio
dc.contributor.referee2.fl_str_mv Rocha, Hermes Soares da
dc.contributor.referee3.fl_str_mv Schons, Ricardo Luis
dc.contributor.referee4.fl_str_mv Sobenko, Luiz Ricardo
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/4356461032499240
dc.contributor.author.fl_str_mv Pimenta, Bruna Dalcin
contributor_str_mv Robaina, Adroaldo Dias
Peiter, Marcia Xavier
Frizzone, Jose Antônio
Rocha, Hermes Soares da
Schons, Ricardo Luis
Sobenko, Luiz Ricardo
dc.subject.por.fl_str_mv Perda contínua de carga
Parâmetros da rugosidade de superfície
Rugosímetros
Hazen-Williams
Darcy-Weisbach
topic Perda contínua de carga
Parâmetros da rugosidade de superfície
Rugosímetros
Hazen-Williams
Darcy-Weisbach
Continuous loss of load
Surface roughness parameters
Rugosimeters
CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
dc.subject.eng.fl_str_mv Continuous loss of load
Surface roughness parameters
Rugosimeters
dc.subject.cnpq.fl_str_mv CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
description For the design of hydraulic systems used for water distribution, it is necessary to quantify the continuous loss of load along the pipes, for example, by the Darcy-Weisbach (DW) and Hazen-Williams (HW) equations. For this, one of the variables that influences this process is the roughness of the surface of these pipes, which, often, do not have updated information and exact values for a correct sizing of the systems. An alternative to this is the measurement of the roughness of the surface by means of specialized instruments that determine several parameters of amplitude of the irregularities. The aim of this study was to determine and analyze the surface roughness parameters for pipes used in water distribution. The parameters Ra, Rq, Rsk, Rku Rc, Rp, Rv and Rt, in various diameters of materials such as PVC, welded steel, galvanized steel and polytubes will be evaluated. The tests will be conducted in the laboratory using the benchtop rugosimeter and portable rugosimeter. The results obtained showed significant difference in the roughness parameters between the nominal diameters of PVC pipes, welded steel, galvanized steel and polytubes, with the exception of the parameters Rku, Rsk, Rv and Rc in galvanized steel. For PVC tubes, the parameters indicated to represent the roughness were Rp, Ra and Rp in the respective diameters of 32, 50 and 75mm. For the welded steel material, in the diameters of 70.31, 93.75, 125, 200, 250, 300 and 350mm, the suggested parameters were, respectively, Rv, Rp, Rc, Rp, Rt, Rt and Rt. Already in galvanized steel, in the same diameters as welded steel, the parameters indicated were Rq, Rq, Ra, Ra, Ra, Rq and Rq. In polytubes with diameters 100, 130, 200, 450 and 460mm, the parameters Rv, Rt, Rsk, Rt and Rt, respectively, were the most appropriate. Regarding the equipment for measuring the roughness, the portable rugosimeter presented, in PVC tubes, favorable results to its use when compared to the benchtop rugosimeter. Analyzing equations of the head loss coefficient, the formulation of Brkić and Praks (2019) presented the smallest relative errors, with values below 0.01%, and the best adjustments in the statistical indices RMSE, PMARE, NSe and LMe, in relation to the Biberg (2017) and Vatanhkak (2018) equations, in all evaluated materials. Finally, an excellent adjustment was obtained for the head loss coefficients of the Darcy-Weisbach and Hazen-Williams equations, in all materials evaluated, which can be used accurately for Reynolds number values ranging between 4000 and 500000.
publishDate 2021
dc.date.accessioned.fl_str_mv 2021-12-16T14:42:10Z
dc.date.available.fl_str_mv 2021-12-16T14:42:10Z
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publisher.none.fl_str_mv Universidade Federal de Santa Maria
Centro de Ciências Rurais
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