Low speed wind tunnel - design and fabrication

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SUMMARY

The discussion centers on the design and fabrication of a low-speed wind tunnel, specifically one with a test section size of 300mm x 300mm and a velocity range of 30-45 m/s. Key considerations include the differences between 2D and 3D tunnels, the importance of the second derivative being zero at the ends of the contraction wall profile, and methods for fabricating the contraction from sheet metal using NX sheet metal software. Additionally, participants recommend resources such as "Low Speed Wind Tunnel Testing" by Pope & Barlow for further insights into wind tunnel design.

PREREQUISITES
  • Understanding of wind tunnel design principles
  • Familiarity with NX sheet metal software
  • Knowledge of flow characteristics (laminar vs. turbulent)
  • Basic principles of fluid dynamics and flow development
NEXT STEPS
  • Research the differences between 2D and 3D wind tunnels
  • Explore the significance of contraction wall profiles in wind tunnel design
  • Learn fabrication techniques for sheet metal components in wind tunnels
  • Obtain and study "Low Speed Wind Tunnel Testing" by Pope & Barlow
USEFUL FOR

Mechanical engineering students, wind tunnel designers, and researchers in fluid dynamics looking to understand the complexities of wind tunnel construction and operation.

josh.k
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Hello,

I'm a senior year ME undergraduate and I'm building a low speed (velocity=30-45 m/s) wind tunnel for my college as a final year project.

The initial size for the tunnel was 300mm x 300mm in the test section with an open circuit configuration.

I've read some papers on the design of a wind tunnel's components such as Design Rules for Small Low Speed Wind Tunnels - Bradshaw and Mehta, among others and I have some questions:

1. What is the difference, besides the obvious, between a 2D and a 3D tunnel? If size is a factor, what is the minimum test section size for a 3D tunnel?


2. For the wall profile of the contraction, if a defining equation is used, why is it necessary to have its second derivative zero at the two ends?


3. For the square contraction (area ratio 8 -12), if the equation for the wall profile is known, what method could be used to fabricate it out of sheet metal?

(I used NX sheet metal to develop one of the walls after i modeled it with a transformation of Bell and Mehta's curve, so that I could see its shape when unformed, if that could help, but I don't know what needs to be done after that)


Also, papers that have a lot of information about the performance and design wind tunnel components mostly have to purchased from their publications. Is there a source where these materials can be obtained freely?

If I have left out any relevant information, please let me know.

Thank you.
 
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This advice may be a little late, but I suggest you do not build a wind tunnel for a project. I did something similar and it is too sensitive and there are too many parameters to consider.

A lot of the time, it is good to normalize or scale down ur wind tunnel for calculations. Were you looking for laminar or turbulent flow? The longer your wind tunnel is, the more developed your flow will become.

You could use straws or flow straighteners... but since you are using sheet metal, i assume you are riveting it together. These rivets will effect your flow near the walls.

You would need a real long wind tunnel also if ur inlet is 30 cm to get a fully developed flow. Check it w/ a pitot tube.
 
You should get a copy of low speed wind tunnel testing by Pope & Barlow.

Barlow is a good guy, and his book is well written.
 

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