Colebrook-White Equation:
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The Colebrook-White equation is an implicit formula that calculates the Darcy-Weisbach friction factor for turbulent flow in pipes. It relates the friction factor to the Reynolds number and relative roughness of the pipe.
The calculator uses the Colebrook-White equation:
Where:
Explanation: The equation is solved iteratively since it's implicit in the friction factor. The calculator uses numerical iteration to converge on the solution.
Details: Accurate friction factor calculation is essential for determining pressure drops in pipe systems, designing pumping systems, and optimizing fluid transport in various engineering applications.
Tips: Enter pipe roughness in meters, diameter in meters, and Reynolds number. All values must be positive, with diameter and Reynolds number greater than zero.
Q1: Why is the Colebrook-White equation iterative?
A: The equation is implicit in the friction factor, meaning the friction factor appears on both sides of the equation, requiring numerical methods for solution.
Q2: What is the range of validity for this equation?
A: The Colebrook-White equation is valid for turbulent flow (Re > 4000) in commercial pipes with relative roughness between 0 and 0.05.
Q3: Are there explicit approximations available?
A: Yes, the Swamee-Jain and Haaland equations provide explicit approximations that are accurate within 1-2% of the Colebrook-White solution.
Q4: What are typical roughness values for pipes?
A: Roughness varies by material: steel (0.045 mm), cast iron (0.26 mm), concrete (0.3-3.0 mm), plastic (0.0015 mm).
Q5: How does Reynolds number affect the friction factor?
A: For smooth pipes, friction factor decreases with increasing Reynolds number. For rough pipes, friction factor becomes constant at high Reynolds numbers.