![A note on explicit approximations to Colebrook's friction factor in rough pipes under highly turbulent cases - ScienceDirect A note on explicit approximations to Colebrook's friction factor in rough pipes under highly turbulent cases - ScienceDirect](https://ars.els-cdn.com/content/image/1-s2.0-S0017931015301885-fx1.jpg)
A note on explicit approximations to Colebrook's friction factor in rough pipes under highly turbulent cases - ScienceDirect
![SOLVED: The resistance of pipe flows can be parameterized by a dimensionless (i.e. unitless) number called the friction factor. For turbulent flow, the Colebrook equation provides a means to calculate the friction SOLVED: The resistance of pipe flows can be parameterized by a dimensionless (i.e. unitless) number called the friction factor. For turbulent flow, the Colebrook equation provides a means to calculate the friction](https://cdn.numerade.com/ask_images/8e26cdf4155f4c67983949bde986da9d.jpg)
SOLVED: The resistance of pipe flows can be parameterized by a dimensionless (i.e. unitless) number called the friction factor. For turbulent flow, the Colebrook equation provides a means to calculate the friction
![Colebrook-White, a general equation for calculate friction factor of an hydraulic flow – Corrado Ciocca Colebrook-White, a general equation for calculate friction factor of an hydraulic flow – Corrado Ciocca](http://corradociocca.it/wp-content/uploads/2014/10/Colebrook-V.jpg)
Colebrook-White, a general equation for calculate friction factor of an hydraulic flow – Corrado Ciocca
![SOLVED: a. Using the Colebrook-White equation: 1 /D^1.255 - 4log10 (Jf / 3.7*Re*Vf). Express the friction factor for the roughness dominated turbulent flow. b. Try out your formula for relative roughness /D = SOLVED: a. Using the Colebrook-White equation: 1 /D^1.255 - 4log10 (Jf / 3.7*Re*Vf). Express the friction factor for the roughness dominated turbulent flow. b. Try out your formula for relative roughness /D =](https://cdn.numerade.com/ask_images/96bba421e9b54969b0d79343fbbf776e.jpg)