Empirical implicit correlation for Darcy friction factor   in  non-smooth pipelines  which works for non-laminar () flow:

\frac{1}{\sqrt{f}} = -2 \, \log \left( \frac{\epsilon}{3.7 \, d}  + \frac{2.51}{{\rm Re} \sqrt{f}} \right)

where

Reynolds number of a pipe fluid flow

Inner diameter of a pipe

inner pipe walls roughness


There are numerous explicit approximations of Colebrook–White correlation, particularly (Monzon, Romeo, Royo, 2002):

f = 0.25 \, \left[ \log \left( \frac{\epsilon / d}{3.7065} - \frac{5.0272}{\rm Re} \log \Lambda \right)   \right]^{-2}

where  –  is dimensionless parameter:

\Lambda = \frac{(\epsilon/d)}{3.827} - \frac{4.657}{\rm Re} \log \Bigg[  \bigg( \frac{\epsilon/d}{7.7918} \bigg)^{0.9924} + \bigg( \frac{5.3326}{208.815+Re} \bigg)^{0.9345} \Bigg]

See also


Physics / Fluid Dynamics / Pipe Flow Dynamics / Darcy–Weisbach equation / Darcy friction factor / Darcy friction factor @model

Surface roughness ]

References


Colebrook, C. F. 1939. “Turbulent flow in pipes, with particular reference to the transition between the smooth and rough pipe laws.” J. Inst. Civ. Eng. 11 (4): 133–156, doi.org/10.1680/ijoti.1939.13150