f5: Colebrook-White Equation

View source: R/f.R

f5R Documentation

Colebrook-White Equation

Description

Colebrook-White Equation

Usage

f5(eps, D = NULL, Re, x0 = NULL)

Arguments

eps

numeric vector that contains the specific roughness for the pipe material (m or ft)

D

numeric vector that contains the inner diameters of the pipe (m or ft)

Re

numeric vector that contains the Reynolds number (dimensionless)

x0

numeric vector that contains the starting value for pracma's newtonRaphson function

Value

the dimensionless Darcy friction factor (f) as a numeric vector

Note

Note: Please refer to iemisc: Calculating the Friction Loss Examples vignette for the examples

Author(s)

Irucka Embry

See Also

f1 for the additional seealso, description, details, and references sections, f2, f3, f4, f6, f7, f8 and newtonRaphson for x0


iemisc documentation built on Sept. 25, 2023, 5:09 p.m.