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Local Drag Coefficient For Shear Stress Calculator

Local Drag Coefficient Formula:

\[ C_D^* = \frac{\tau_w}{\frac{1}{2} \times \rho_f \times V_{\infty}^2} \]

Pa
kg/m³
m/s

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1. What is Local Drag Coefficient for Boundary Layer?

The Local Drag Coefficient for Boundary Layer Flow is a dimensionless parameter that represents the ratio of wall shear stress at any distance from the leading edge to the dynamic pressure of the fluid flow. It quantifies the local drag effects in boundary layer flows.

2. How Does the Calculator Work?

The calculator uses the Local Drag Coefficient formula:

\[ C_D^* = \frac{\tau_w}{\frac{1}{2} \times \rho_f \times V_{\infty}^2} \]

Where:

Explanation: The equation calculates the local drag coefficient by normalizing the wall shear stress with the dynamic pressure of the freestream flow.

3. Importance of Local Drag Coefficient Calculation

Details: The local drag coefficient is crucial for analyzing boundary layer characteristics, predicting skin friction drag, and designing aerodynamic surfaces and hydrodynamic systems with optimal performance.

4. Using the Calculator

Tips: Enter shear stress in Pascals, fluid density in kg/m³, and freestream velocity in m/s. All values must be positive and valid for accurate results.

5. Frequently Asked Questions (FAQ)

Q1: What is the physical significance of local drag coefficient?
A: It represents the local contribution to total skin friction drag and helps identify regions of high shear stress along a surface.

Q2: How does local drag coefficient vary along a surface?
A: It typically decreases with distance from the leading edge as the boundary layer develops and transitions.

Q3: What are typical values for local drag coefficient?
A: Values range from 0.001 to 0.01 for laminar flows and can be higher for turbulent boundary layers.

Q4: How does Reynolds number affect local drag coefficient?
A: Higher Reynolds numbers generally lead to lower local drag coefficients due to boundary layer thinning.

Q5: Can this coefficient be negative?
A: No, since both shear stress and dynamic pressure are positive quantities, the local drag coefficient is always positive.

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