Logo do repositório
 

THE PERFORMANCE OF EXPLICIT FORMULAS FOR DETERMINING THE DARCY-WEISBACH FRICTION FACTOR

dc.contributor.authorMinhoni, Renata T. de A. [UNESP]
dc.contributor.authorPereira, Francisca F. S. [UNESP]
dc.contributor.authorSilva, Tatiane B. G. da [UNESP]
dc.contributor.authorCastro, Evanize R. [UNESP]
dc.contributor.authorSaad, Joao C. C. [UNESP]
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2020-12-10T17:30:58Z
dc.date.available2020-12-10T17:30:58Z
dc.date.issued2020-03-01
dc.description.abstractThe Darcy-Weisbach equation is the most recommended equation for determining the pressure loss in pressurized pipes because of its wide applicability. However, one of the largest obstacles to implementing this equation is the friction factor (f) calculation. This factor can be precisely determined using the Colebrook equation, which is implicit. Thus, the objective of this study was to compare six explicit equations for calculating the Darcy-Weisbach friction factor with the implicit Colebrook equation based on the relative error. Based on the results, the equations of Vatankhah and Offor & Alabi were the most highly recommended. These six explicit formulas showed a mean relative error of less than 1% compared to the Colebrook equation, except for the Swamee and Jain equation, for which the laminar regime generated a mean relative error of 1.83%.en
dc.description.affiliationSao Paulo State Univ, Botucatu, SP, Brazil
dc.description.affiliationUnespSao Paulo State Univ, Botucatu, SP, Brazil
dc.description.sponsorshipCoordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
dc.description.sponsorshipConselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
dc.description.sponsorshipSchool of Agronomic Sciences (FCA) at UNESP - Botucatu
dc.description.sponsorshipIdCNPq: 140676/2017-1
dc.format.extent258-265
dc.identifierhttp://dx.doi.org/10.1590/1809-4430-Eng.Agric.v40n2p258-265/2020
dc.identifier.citationEngenharia Agricola. Jaboticabal: Soc Brasil Engenharia Agricola, v. 40, n. 2, p. 258-265, 2020.
dc.identifier.doi10.1590/1809-4430-Eng.Agric.v40n2p258-265/2020
dc.identifier.fileS0100-69162020000200258.pdf
dc.identifier.issn0100-6916
dc.identifier.scieloS0100-69162020000200258
dc.identifier.urihttp://hdl.handle.net/11449/195332
dc.identifier.wosWOS:000528273500018
dc.language.isoeng
dc.publisherSoc Brasil Engenharia Agricola
dc.relation.ispartofEngenharia Agricola
dc.rights.accessRightsAcesso aberto
dc.sourceWeb of Science
dc.subjectabsolute roughness
dc.subjectColebrook equation
dc.subjectforced conduits
dc.subjecthead loss
dc.subjecthydraulic load
dc.subjectReynolds number
dc.titleTHE PERFORMANCE OF EXPLICIT FORMULAS FOR DETERMINING THE DARCY-WEISBACH FRICTION FACTORen
dc.typeArtigo
dcterms.rightsHolderSoc Brasil Engenharia Agricola
dspace.entity.typePublication

Arquivos

Pacote original

Agora exibindo 1 - 1 de 1
Carregando...
Imagem de Miniatura
Nome:
S0100-69162020000200258.pdf
Tamanho:
2.52 MB
Formato:
Adobe Portable Document Format

Coleções