Bridge Aerodynamics Project Ideas

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Discussion Overview

The discussion revolves around generating project ideas related to bridge aerodynamics, particularly in the context of a high school student's urgent need to develop a new project for an ISEF entry. The scope includes experimental approaches, potential models, and the challenges of conducting wind tunnel tests within a limited timeframe.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested
  • Homework-related

Main Points Raised

  • One participant expresses urgency in needing to start experimentation within two weeks, seeking project ideas in bridge aerodynamics.
  • Another participant questions the preparedness and planning of the original poster, emphasizing the importance of background research and project management.
  • A suggestion is made to explore experimental data on bridges submerged in water during flooding, highlighting a lack of existing literature in this area.
  • Some participants discuss the complexity of the project, with one indicating a desire for a project rated an 8 on a scale of 1-10 in terms of difficulty.
  • Concerns are raised about the size of the wind tunnel and its capability to handle the proposed experiments, with emphasis on understanding the forces involved and model scaling.
  • There is a suggestion to meet with wind tunnel engineers to clarify requirements and limitations before proceeding with the project.
  • Several participants express skepticism about the feasibility of completing a satisfactory project within the given timeframe.

Areas of Agreement / Disagreement

Participants generally do not agree on the feasibility of the project given the time constraints, with some expressing doubt about the original poster's ability to produce a successful project in the limited time available. Multiple competing views on project direction and complexity remain unresolved.

Contextual Notes

Participants note the importance of understanding the model-to-tunnel size ratio and the expected forces during testing, indicating that these factors are critical for successful experimentation. There are also references to the need for background research and project planning, which have not been adequately addressed by the original poster.

Who May Find This Useful

This discussion may be useful for high school students or educators involved in project-based learning, particularly in the fields of physics and engineering, who are interested in experimental design and the challenges of conducting research under time constraints.

  • #31
Schlieren is used when you have density variations in the flow. For what you are trying to do, you won't get any clean pictures. For flow viz of this type, you would typically use propylene glycol and a wand.
 
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  • #32
Is that (propylene glycol) a road I can practically move down, or does it get really complex really quickly?

And wouldn't the compression caused by the stream hitting the bridge components affect the air's density? All of the Schlieren imaging I have seen has been heated-based, so of course I'm skeptical.
 
  • #33
Gordy said:
Is that a road I can practically move down, or does it get really complex really quickly?

Easy as dirt. They should have a smoke wand for you to use at the tunnel. When you call them up tomorrow just ask.
 
  • #34
Fabulous, seriously (Good God, thank you Cyrus). Now, I have three possible directions to move (At least, that's how I see it):

1. Place multiple common types of bridge span in wind tunnel, observe how they interact with flow, and isolate features in each that contribute to stability. (Possibly combine into new span design?)

2. Choose only one span type and observe how different weight distributions/traffic presences affect flow (This might lead to some interesting places involving controlling traffic flow during wind events instead of shutting a bridge down altogether, but that seems doubtful)

3. Work with modifying the actual imaging method (?)
 
  • #35
Smoke wands and tassels are most likely all you're going to get. Like Cyrus mentioned, low speed stuff will not show up well in other forms of imaging because you don't get very large density differences (plus it is time consuming and pricey to set up). If the tunnel has it, you may ask about high speed video. That can be very helpful, especially when looking at wakes.

The thing that is going to eat up a lot of time is your proof that your model is not going to harm the tunnel at the flows you expect. In some cases I have worked, we had to design for a case that was not even physically possible. Again, this is another point to bring up with the tunnel folks.

Do you have to stick with bridges? That seems like a tough model to make accurately. Can you switch it to something easier like smoke stacks? Then you could really get into shape variations easily and you could see real Von Karman vortex shedding in action.
 
  • #36
FredGarvin said:
Do you have to stick with bridges? That seems like a tough model to make accurately. Can you switch it to something easier like smoke stacks? Then you could really get into shape variations easily and you could see real Von Karman vortex shedding in action.

I completely agree, I don't want to overextend myself in terms of just getting the model built; however, it seems like if I were to do something like smoke stacks (i.e. focusing more on the flow phenomena than on the structure itself), that would be creeping into fluid mechanics, an area in which I have absolutely no experience (Remember, high school here, I'm in the most advanced calculus class I can take but we're still just now learning improper rational integration).

What I like about the bridge idea is that I can definitely form some kind of hypothesis (the traffic density/speed across the bridge has x effect on the bridge's flutter/vortex trail/etc.), even at this stage, and precision model construction is an area of particular expertise for me.

FredGarvin said:
The thing that is going to eat up a lot of time is your proof that your model is not going to harm the tunnel at the flows you expect.

Are you saying that I'll have to prove the strength of my model? I'm not sure I know how to do that O.o I mean, I know for certain that I can build a model that is more than strong enough (built a 6-ounce balsa wood bridge that withstood 70 vertical pounds), but I wouldn't know how to theoretically prove it. Again, this isn't like a separate tunnel facility or anything, it's just a big ol' thing built into the engineering department.
 
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  • #37
Right now, I'm thinking of mapping the airflow (by whatever "mapping" methods I can find) over the cross section of the empty bridge, then progressively imposing traffic (possibly moving, if I can find a way to do that) and observing the effects of the added bluff bodies. Sound decent?

If this is totally bunk, please let me know, I have no time to lose and I would really appreciate it :)
 
  • #38
for the bridge models, could you purchase model train kits and assemble those.
you can get some very nicely detailed plastic kits in scales starting at N scale (1:160) to G scale (1:22.5) this would mean accelerated model completion, based upon actual prototype bridges.

good luck
(and as a fellow procrastinator let me say...ahhh i'll tell you tomorrow)

dr
 
  • #39
dr dodge said:
for the bridge models, could you purchase model train kits and assemble those.
you can get some very nicely detailed plastic kits in scales starting at N scale (1:160) to G scale (1:22.5) this would mean accelerated model completion, based upon actual prototype bridges.

good luck
(and as a fellow procrastinator let me say...ahhh i'll tell you tomorrow)

dr

How is that going to span across a 6' WT?
 
  • #40
Why would you have to span the whole 6'?,
If you can work in smaller scale (vs 1:1)
6' in 1:22.5 gives you a 135 ft bridge
in 1:160 that's 960 ft.
stryofoam for the "terraformed" approaches, and now you have a complete structure, based upon an actual prototype, so the experiment has meaning, and can be compared with actual results.
here is a link to some actual bridges

dr
http://bridgehunter.com/category/tag/span-length-500-1000-feet/
 

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