Input interpretation
Colebrook-White equation
Equation
1/sqrt(λ) = -2 log(10, K/3.7 + 2.51/(Re sqrt(λ))) | λ | Darcy-Weisbach friction factor Re | Reynolds number K | relative pipe roughness (only valid for turbulent flow)
Input values
Reynolds number | 5000 relative pipe roughness | 0.1
Results
Darcy-Weisbach friction factor | 0.1049
Possible intermediate steps
(step-by-step solution unavailable)