Description Usage Arguments Value Examples
View source: R/friction_colebrook.R
The phenomenological Colebrook–White equation (or Colebrook equation) expresses the Darcy friction factor f as a function of Reynolds number Re and pipe relative roughness, fitting the data of experimental studies of turbulent flow in smooth and rough pipes. The equation can be used to (iteratively) solve for the Darcy–Weisbach friction factor f. See more about the Colebrook–White equation at the Colebrook–White equation
1 | friction_colebrook(flow, dn, roughness, temp = 15.6)
|
flow |
cubic meter per second (m3/s) |
dn |
diameter in meter (m) |
roughness |
roughness in (m) |
temp |
temp is in °C |
the output from uniroot
for the calculation of the
root from the ecuation of Colebrook-White
1 | friction_colebrook(flow = 0.042, dn = 0.150, roughness = 1.5e-6, temp = 14.5)
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