Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipe
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.15809/irriga.2019v1n1p94-100 http://hdl.handle.net/11449/201323 |
Resumo: | The head loss is a fundamental parameter for the dimensioning of the pipes, being directly related to the cost of these pipes, the selection of the pumping system and the energy cost of electricity. That study fitted the Hazen-Williams equation and compared it with the Darcy-Weisbach equation. The performance of the adjusted equation was determined by the concordance index (c), Statistical Standard Error (EPE) and Mean Absolute Error (EAM). The results show that all gridded indices to verify the performance of the adjusted Hazen-Willians equation have improved. The largest difference between the values of continuous load loss. between the Darcy-Weisbach method and the adjusted Hazen-Williams equation was about 0.08%, which can be considered extremely low. |
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Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipeAjuste da equação de hazen-willians para determinação da perda de carga contínua em tubulações de PVCDarcy-WeisbachDiameterHead lossThe head loss is a fundamental parameter for the dimensioning of the pipes, being directly related to the cost of these pipes, the selection of the pumping system and the energy cost of electricity. That study fitted the Hazen-Williams equation and compared it with the Darcy-Weisbach equation. The performance of the adjusted equation was determined by the concordance index (c), Statistical Standard Error (EPE) and Mean Absolute Error (EAM). The results show that all gridded indices to verify the performance of the adjusted Hazen-Willians equation have improved. The largest difference between the values of continuous load loss. between the Darcy-Weisbach method and the adjusted Hazen-Williams equation was about 0.08%, which can be considered extremely low.IFCE, Campus Iguatu/CE, Rua Plácido Almino Uchoa, 60IFCE, Campus Iguatu, Rodovia Iguatu-Várzea Alegre km 05Prof. do Colégio Técnico Industrial Prof. Isaac Portal Roldan Unesp, Campus Bauru. Av. Eng. Luis Edmundo Carrijo Coube, 14-01Prof. do Colégio Técnico Industrial Prof. Isaac Portal Roldan Unesp, Campus Bauru. Av. Eng. Luis Edmundo Carrijo Coube, 14-01IFCEUniversidade Estadual Paulista (Unesp)Miranda, Eugenio PaceliCustodio, Tatiana Belo De SousaDE LIMA, Francisco UchoaPereira, Taiane AlmendaBicudo, Andre Luiz Ribeiro [UNESP]2020-12-12T02:29:38Z2020-12-12T02:29:38Z2019-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article94-100http://dx.doi.org/10.15809/irriga.2019v1n1p94-100IRRIGA, v. 1, n. 1InovagriSpecialEdition, p. 94-100, 2019.1808-37651413-7895http://hdl.handle.net/11449/20132310.15809/irriga.2019v1n1p94-1002-s2.0-85074889916Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporIRRIGAinfo:eu-repo/semantics/openAccess2021-10-22T17:11:25Zoai:repositorio.unesp.br:11449/201323Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:04:47.386567Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipe Ajuste da equação de hazen-willians para determinação da perda de carga contínua em tubulações de PVC |
title |
Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipe |
spellingShingle |
Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipe Miranda, Eugenio Paceli Darcy-Weisbach Diameter Head loss |
title_short |
Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipe |
title_full |
Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipe |
title_fullStr |
Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipe |
title_full_unstemmed |
Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipe |
title_sort |
Adjustment of the hazen-willians equation for determination of continuous pressure drop in PVC pipe |
author |
Miranda, Eugenio Paceli |
author_facet |
Miranda, Eugenio Paceli Custodio, Tatiana Belo De Sousa DE LIMA, Francisco Uchoa Pereira, Taiane Almenda Bicudo, Andre Luiz Ribeiro [UNESP] |
author_role |
author |
author2 |
Custodio, Tatiana Belo De Sousa DE LIMA, Francisco Uchoa Pereira, Taiane Almenda Bicudo, Andre Luiz Ribeiro [UNESP] |
author2_role |
author author author author |
dc.contributor.none.fl_str_mv |
IFCE Universidade Estadual Paulista (Unesp) |
dc.contributor.author.fl_str_mv |
Miranda, Eugenio Paceli Custodio, Tatiana Belo De Sousa DE LIMA, Francisco Uchoa Pereira, Taiane Almenda Bicudo, Andre Luiz Ribeiro [UNESP] |
dc.subject.por.fl_str_mv |
Darcy-Weisbach Diameter Head loss |
topic |
Darcy-Weisbach Diameter Head loss |
description |
The head loss is a fundamental parameter for the dimensioning of the pipes, being directly related to the cost of these pipes, the selection of the pumping system and the energy cost of electricity. That study fitted the Hazen-Williams equation and compared it with the Darcy-Weisbach equation. The performance of the adjusted equation was determined by the concordance index (c), Statistical Standard Error (EPE) and Mean Absolute Error (EAM). The results show that all gridded indices to verify the performance of the adjusted Hazen-Willians equation have improved. The largest difference between the values of continuous load loss. between the Darcy-Weisbach method and the adjusted Hazen-Williams equation was about 0.08%, which can be considered extremely low. |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-01-01 2020-12-12T02:29:38Z 2020-12-12T02:29:38Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://dx.doi.org/10.15809/irriga.2019v1n1p94-100 IRRIGA, v. 1, n. 1InovagriSpecialEdition, p. 94-100, 2019. 1808-3765 1413-7895 http://hdl.handle.net/11449/201323 10.15809/irriga.2019v1n1p94-100 2-s2.0-85074889916 |
url |
http://dx.doi.org/10.15809/irriga.2019v1n1p94-100 http://hdl.handle.net/11449/201323 |
identifier_str_mv |
IRRIGA, v. 1, n. 1InovagriSpecialEdition, p. 94-100, 2019. 1808-3765 1413-7895 10.15809/irriga.2019v1n1p94-100 2-s2.0-85074889916 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
IRRIGA |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
94-100 |
dc.source.none.fl_str_mv |
Scopus reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
_version_ |
1808129390270218240 |