Darcy Friction Factor Calculator
The Darcy friction factor sets how much pressure a fluid loses to friction as it flows through a pipe, and it is the key term in the Darcy-Weisbach equation used to size pipework and pumps. Its value depends on the Reynolds number, which compares inertial to viscous forces, and on the relative roughness of the pipe wall. In laminar flow, below a Reynolds number of about 2,300, the factor is simply sixty-four divided by the Reynolds number and roughness plays no role. In turbulent flow it is found from the Colebrook equation, an implicit relation solved here by iteration until it converges. This calculator takes the Reynolds number and the relative roughness, decides which regime applies, and returns the Darcy friction factor to four decimal places. The Colebrook solution typically converges in a handful of iterations to a stable value. The approach is the standard textbook method for pipe friction. Fluid mechanics conventions and related engineering standards are published by US federal agencies including the National Highway Traffic Safety Administration. Every figure is computed deterministically from these established relations, shown below, with a worked example that reconciles exactly to the calculator so you can check each step for yourself.
For laminar flow the Darcy factor is 64 / Re; for turbulent flow it comes from the Colebrook equation. At a Reynolds number of 100,000 and relative roughness 0.0001, the friction factor is about 0.0185.
Darcy friction factor formulas
Laminar (Re < 2300): f = 64 / Re
Turbulent (Colebrook):
1/sqrt(f) = -2 log10( (e/D)/3.7 + 2.51/(Re sqrt(f)) )
e/D = relative roughness, Re = Reynolds number
Below a Reynolds number of 2,300 the flow is laminar and the factor is exactly 64 / Re, independent of roughness. Above that the Colebrook equation applies; because f appears on both sides it is solved by iteration, starting from a guess and repeating until the value stops changing.
Worked example
Water flows through a pipe at a Reynolds number of 100,000 with a relative roughness of 0.0001 (turbulent flow).
- Check the regime: Re = 100,000 is above 2,300, so the flow is turbulent
- Apply the Colebrook equation with e/D = 0.0001 and Re = 100,000
- Iterate from an initial guess of f = 0.02 until it converges
- The iteration settles at f = 0.0185
So the Darcy friction factor is about 0.0185 for this turbulent flow. These are the calculator's default inputs, so the result above matches the widget exactly.
Darcy Friction Factor Calculator: frequently asked questions
How do you find the Darcy friction factor?
For laminar flow (Reynolds number below about 2,300) it is f = 64 / Re. For turbulent flow it comes from the Colebrook equation, which relates f to the Reynolds number and the pipe's relative roughness and is solved by iteration because f appears on both sides.
What is the difference between laminar and turbulent flow?
Laminar flow is smooth and orderly, occurring at low Reynolds numbers, where friction depends only on the Reynolds number. Turbulent flow is chaotic, occurring at high Reynolds numbers, where pipe roughness also affects friction. The transition is around a Reynolds number of 2,300.
What is relative roughness?
Relative roughness is the average height of the pipe wall's surface irregularities divided by the pipe's internal diameter. A smooth drawn tube has a very small value, while old cast iron is rougher. It only affects turbulent flow.
Is the Darcy factor the same as the Fanning factor?
No. The Darcy friction factor is exactly four times the Fanning friction factor. This calculator returns the Darcy factor, which is the one used in the Darcy-Weisbach pressure-loss equation.
What is the Colebrook equation?
The Colebrook equation is 1/sqrt(f) = -2 log10( (e/D)/3.7 + 2.51/(Re sqrt(f)) ), an implicit relation for the turbulent Darcy friction factor that is solved iteratively.
Official sources
- Fluid mechanics and engineering standards reference: US National Highway Traffic Safety Administration (NHTSA). As at 25 June 2026.
Reviewed by the CalculatorHub team, edited by James Graham, 25 June 2026. See our methodology. This is general information, not financial, tax, legal or investment advice.