There are many formulas for calculating friction factor for turbulent conditions to use in Darcy Weisbach equation.
Colebrook (1938) developed the best-known formula given above, popularly known as COLEBROOK EQUATION or COLEBROOK-WHITE equation.
This blog discuss Colebrook Equation for friction factor and about the various applications of this fundamental universally accepted standard equation of fluid flow friction factor!.
Visit www.ColebrookEquation.com for more specific articles.

www.ColebrookEquation.com

This blog is maintained for the benefit of researchers and engineers working with fluid mechanics, by www.ColebrookEquation.com