Description Usage Arguments Value Examples
View source: R/hydrailic_functions.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 ε/Dh, 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. [https://en.wikipedia.org/wiki/Darcy_friction_factor_formulae#Colebrook
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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