Colebrook-White Equation:
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The Colebrook-White equation is an implicit formula that relates the Darcy friction factor to the Reynolds number and relative roughness of a pipe. It describes friction losses in turbulent flow through rough pipes and is widely used in fluid mechanics and hydraulic engineering.
The calculator solves the Colebrook-White equation:
Where:
Explanation: The equation is solved iteratively using the Newton-Raphson method to find the friction factor that satisfies the implicit relationship.
Details: Accurate friction factor calculation is essential for determining pressure drops, pipe sizing, pump selection, and energy consumption in fluid transport systems.
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: What is the range of validity for Colebrook-White equation?
A: The equation is valid for turbulent flow (Re > 4000) and covers both hydraulically smooth and rough pipe regimes.
Q2: Why is the equation solved iteratively?
A: The Colebrook-White equation is implicit in the friction factor, meaning the friction factor appears on both sides of the equation, requiring numerical methods for solution.
Q3: What are typical roughness values for common pipes?
A: Steel: 0.045 mm, Cast iron: 0.26 mm, Concrete: 0.3-3.0 mm, PVC: 0.0015 mm. Values vary with pipe age and condition.
Q4: Are there explicit approximations available?
A: Yes, approximations like Swamee-Jain and Haaland provide explicit solutions with good accuracy for most engineering applications.
Q5: When is the friction factor calculation most critical?
A: Critical in long pipelines, high-flow systems, and when optimizing energy efficiency in pumping systems.