Drag force on a two-dimensional structure

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Discussion Overview

The discussion revolves around calculating the drag force on a two-dimensional hexagonal structure tested in a wind tunnel. Participants explore the application of fluid dynamics principles, specifically focusing on the relationship between pressure, velocity, and drag force in a controlled environment.

Discussion Character

  • Technical explanation
  • Mathematical reasoning
  • Homework-related

Main Points Raised

  • One participant notes the formula for drag force, Fd=Cd(rho)(V^2)A/2, but expresses confusion about applying it due to the one-dimensional area and the given pressures.
  • Another participant clarifies that the one-dimensional area refers to length.
  • A different participant mentions having the same problem and expresses a desire for collaboration on the challenge.
  • One participant describes the velocity profile at the exit of the wind tunnel, indicating it is zero at the center and increases linearly to v1 at the outer edge, while neglecting wall shear stress.
  • Another participant suggests using the Reynolds Transport Theorem to analyze momentum before and after the object, proposing that solving for the body force term will yield the drag force.

Areas of Agreement / Disagreement

Participants do not appear to reach a consensus on the best approach to calculate the drag force, with multiple methods and interpretations being discussed. The discussion remains unresolved regarding the application of the given pressures and the appropriate use of the drag force formula.

Contextual Notes

Participants express uncertainty about how to incorporate the wind tunnel pressures into their calculations and the implications of neglecting wall shear stress. There are also unresolved aspects regarding the definition of the area in the drag force equation.

Who May Find This Useful

This discussion may be useful for students or professionals interested in fluid dynamics, particularly those dealing with drag force calculations in experimental setups or wind tunnel testing.

fruitstreet
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"A two-dimensional structure is tested in a wind tunnel with an air density of 1 kg/m3. The wind tunnel is 1 m high, with upstream and downstream pressures of 1.5 kPa gage (i.e. above atmospheric) and 1 kPa gage respectively. If the mean velocity of the entering air is 30 m/s and the downstream velocity profile is as shown below, what is the drag per unit length of the structure? Neglect wind tunnel wall shear stress."

The object in the wind tunnel is a two-dimensional hexagon with an undefined length. I understand that Fd=Cd(rho)(V^2)A/2. I'm getting hung up on having a 1 dimensional area, and if I simply apply that equation then I'm not using the given pressures.

Any ideas? Thanks in advance.
 
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1 dimensional area is length.
 
I have the exact problem and am also struggling a bit. Who want's the challenge!
 
also the velocity profile at the exit is equal to zero at the center. It increases linearly to v1 at the outer edge because we ignore shear stress from the wall
 
If you are familiar with the Reynolds Transport Theorem, use it on on the momentum in the profile before and after the object (which you are given) and an unknown body force term. If you solve for the force term, you end up with the drag.

A system with drag is dissipative (or non-conservative), so momentum in the flow is not conserved as some is removed by the drag on the object.
 
Thank you very much
 

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