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

Authors :
Renata T. de A. Minhoni
Francisca F. S. Pereira
Tatiane B. G. da Silva
Evanize R. Castro
João C. C. Saad
Source :
Engenharia Agrícola, Vol 40, Iss 2, Pp 258-265 (2020)
Publication Year :
2020
Publisher :
Sociedade Brasileira de Engenharia Agrícola, 2020.

Abstract

ABSTRACT The 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%.

Details

Language :
English, Spanish; Castilian, Portuguese
ISSN :
01006916 and 18094430
Volume :
40
Issue :
2
Database :
Directory of Open Access Journals
Journal :
Engenharia Agrícola
Publication Type :
Academic Journal
Accession number :
edsdoj.f0b9d19d2584b7997698dee50fb7db0
Document Type :
article
Full Text :
https://doi.org/10.1590/1809-4430-eng.agric.v40n2p258-265/2020