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Friction Factor Given Shear Stress and Density Calculator

Darcy Friction Factor Formula:

\[ f = \frac{8 \times \tau}{V_{mean}^2 \times \rho_{Fluid}} \]

Pascal
m/s
kg/m³

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1. What is Darcy Friction Factor?

The Darcy Friction Factor is a dimensionless quantity used in fluid mechanics to characterize the amount of friction or resistance in a pipe or conduit. Its value depends on the flow's Reynolds number and the pipe's relative roughness.

2. How Does the Calculator Work?

The calculator uses the Darcy Friction Factor formula:

\[ f = \frac{8 \times \tau}{V_{mean}^2 \times \rho_{Fluid}} \]

Where:

Explanation: This formula relates the friction factor to the shear stress at the wall, the mean flow velocity, and the fluid density.

3. Importance of Friction Factor Calculation

Details: Accurate friction factor calculation is crucial for determining pressure drops in piping systems, designing efficient fluid transport systems, and optimizing energy consumption in industrial processes.

4. Using the Calculator

Tips: Enter shear stress in Pascal, mean velocity in m/s, and fluid density in kg/m³. All values must be positive and valid.

5. Frequently Asked Questions (FAQ)

Q1: What is the typical range of Darcy Friction Factor values?
A: For laminar flow, f = 64/Re. For turbulent flow, values typically range from 0.008 to 0.08 depending on Reynolds number and pipe roughness.

Q2: How does pipe roughness affect the friction factor?
A: Higher relative roughness (ε/D) increases the friction factor, particularly in turbulent flow regimes.

Q3: When is this formula most applicable?
A: This formula is particularly useful when shear stress data is available from experimental measurements or computational fluid dynamics simulations.

Q4: Are there limitations to this calculation method?
A: This approach assumes fully developed flow and may not be accurate for transitional flows or flows with significant entrance/exit effects.

Q5: How does the friction factor relate to pressure drop?
A: The pressure drop in a pipe can be calculated using ΔP = f × (L/D) × (ρV²/2), where L is pipe length and D is pipe diameter.

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