MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER

Detalhes bibliográficos
Autor(a) principal: Souza, José Antonio Rodrigues
Data de Publicação: 2011
Outros Autores: Moreira, Débora Astoni, Denículi, Wilson
Tipo de documento: Artigo
Idioma: por
Título da fonte: Engenharia na Agricultura
DOI: 10.13083/reveng.v19i3.146
Texto Completo: https://periodicos.ufv.br/reveng/article/view/132
Resumo: This objective of this study was to model the continuous load loss in the commercial zinced steel pipes used in the management of wastewater from a poultry shed (WP). The WP was evaluated at six concentrations of the total solids of 0.26, 0.46, 0.73; 0.94, 1.63 or 2.89 dag L-1 was transported using commercial zinced steel pipes of 50 to 150 mm diameters. The empirical equations adjusted with the methodologies of Sampaio et al., Duffy & Titchener or modified Hazen-Williams gave good results, with correlation coefficient above 0.90 and its application is recommended to design projects.
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network_acronym_str UFV-2
network_name_str Engenharia na Agricultura
spelling MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATERMODELAGEM DA PERDA DE CARGA EM TUBULAÇÕES COMERCIAIS, CONDUZINDO ÁGUA RESIDUÁRIAresíduos agropecuáriosbombeamentohidráulicaThis objective of this study was to model the continuous load loss in the commercial zinced steel pipes used in the management of wastewater from a poultry shed (WP). The WP was evaluated at six concentrations of the total solids of 0.26, 0.46, 0.73; 0.94, 1.63 or 2.89 dag L-1 was transported using commercial zinced steel pipes of 50 to 150 mm diameters. The empirical equations adjusted with the methodologies of Sampaio et al., Duffy & Titchener or modified Hazen-Williams gave good results, with correlation coefficient above 0.90 and its application is recommended to design projects.Objetivou-se, neste trabalho, modelar a perda de carga contínua, em tubulações comerciais de aço zincado, utilizados na condução da água residuária de avicultura (ARA). A água residuária foi avaliada em seis concentrações de sólidos totais (0,26; 0,46; 0,73; 0,94; 1,63 e 2,89 dag L-1), em tubulações comerciais de aço zincado, nos diâmetros comerciais de 50 a 150 mm. De acordo com os resultados, verificou-se que as equações empíricas, ajustadas com a aplicação das metodologias de Sampaio et al., Duffy & Titchener e Hazen-Williams modificada, apresentaram bons ajustes, com coeficiente de correlação acima de 0,90, sendo recomendada sua aplicação no dimensionamento de sistemas de bombeamento dessas águas residuárias.Universidade Federal de Viçosa - UFV2011-06-30info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://periodicos.ufv.br/reveng/article/view/13210.13083/reveng.v19i3.146Engineering in Agriculture; Vol. 19 No. 3 (2011); 255-261Revista Engenharia na Agricultura - REVENG; v. 19 n. 3 (2011); 255-2612175-68131414-398410.13083/reveng.v19i3reponame:Engenharia na Agriculturainstname:Universidade Federal de Viçosa (UFV)instacron:UFVporhttps://periodicos.ufv.br/reveng/article/view/132/109Souza, José Antonio RodriguesMoreira, Débora AstoniDenículi, Wilsoninfo:eu-repo/semantics/openAccess2023-01-19T12:50:39Zoai:ojs.periodicos.ufv.br:article/132Revistahttps://periodicos.ufv.br/revengPUBhttps://periodicos.ufv.br/reveng/oairevistaengenharianagricultura@gmail.com||andrerosa@ufv.br||tramitacao.reveng@gmail.com|| reveng@ufv.br2175-68131414-3984opendoar:2023-01-19T12:50:39Engenharia na Agricultura - Universidade Federal de Viçosa (UFV)false
dc.title.none.fl_str_mv MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
MODELAGEM DA PERDA DE CARGA EM TUBULAÇÕES COMERCIAIS, CONDUZINDO ÁGUA RESIDUÁRIA
title MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
spellingShingle MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
Souza, José Antonio Rodrigues
resíduos agropecuários
bombeamento
hidráulica
Souza, José Antonio Rodrigues
resíduos agropecuários
bombeamento
hidráulica
title_short MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
title_full MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
title_fullStr MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
title_full_unstemmed MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
title_sort MODELLING OF LOAD LOSS IN COMMERCIAL PIPES TRANSPORTING WASTEWATER
author Souza, José Antonio Rodrigues
author_facet Souza, José Antonio Rodrigues
Souza, José Antonio Rodrigues
Moreira, Débora Astoni
Denículi, Wilson
Moreira, Débora Astoni
Denículi, Wilson
author_role author
author2 Moreira, Débora Astoni
Denículi, Wilson
author2_role author
author
dc.contributor.author.fl_str_mv Souza, José Antonio Rodrigues
Moreira, Débora Astoni
Denículi, Wilson
dc.subject.por.fl_str_mv resíduos agropecuários
bombeamento
hidráulica
topic resíduos agropecuários
bombeamento
hidráulica
description This objective of this study was to model the continuous load loss in the commercial zinced steel pipes used in the management of wastewater from a poultry shed (WP). The WP was evaluated at six concentrations of the total solids of 0.26, 0.46, 0.73; 0.94, 1.63 or 2.89 dag L-1 was transported using commercial zinced steel pipes of 50 to 150 mm diameters. The empirical equations adjusted with the methodologies of Sampaio et al., Duffy & Titchener or modified Hazen-Williams gave good results, with correlation coefficient above 0.90 and its application is recommended to design projects.
publishDate 2011
dc.date.none.fl_str_mv 2011-06-30
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://periodicos.ufv.br/reveng/article/view/132
10.13083/reveng.v19i3.146
url https://periodicos.ufv.br/reveng/article/view/132
identifier_str_mv 10.13083/reveng.v19i3.146
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://periodicos.ufv.br/reveng/article/view/132/109
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Viçosa - UFV
publisher.none.fl_str_mv Universidade Federal de Viçosa - UFV
dc.source.none.fl_str_mv Engineering in Agriculture; Vol. 19 No. 3 (2011); 255-261
Revista Engenharia na Agricultura - REVENG; v. 19 n. 3 (2011); 255-261
2175-6813
1414-3984
10.13083/reveng.v19i3
reponame:Engenharia na Agricultura
instname:Universidade Federal de Viçosa (UFV)
instacron:UFV
instname_str Universidade Federal de Viçosa (UFV)
instacron_str UFV
institution UFV
reponame_str Engenharia na Agricultura
collection Engenharia na Agricultura
repository.name.fl_str_mv Engenharia na Agricultura - Universidade Federal de Viçosa (UFV)
repository.mail.fl_str_mv revistaengenharianagricultura@gmail.com||andrerosa@ufv.br||tramitacao.reveng@gmail.com|| reveng@ufv.br
_version_ 1822179074108293120
dc.identifier.doi.none.fl_str_mv 10.13083/reveng.v19i3.146

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