Calculating Torque on a Dam: How Does Changing the Height Affect the Lever Arm?

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AI Thread Summary
The discussion focuses on calculating the torque exerted by water on a vertical dam and how the height affects the lever arm, establishing that the effective lever arm is h/3. Participants clarify that the total force on the dam can be derived from the equation F = pg(h^2)b/2, and torque calculations involve integrating the force over the height of the dam. The second part of the problem addresses the minimum thickness required for a freestanding concrete dam to prevent overturning, emphasizing that the weight of the dam must counterbalance the torque from the water at h/3. Participants suggest using torque balance equations to find the relationship between the dam's thickness and the forces acting on it. The conversation highlights the importance of correctly setting up the equations to solve for the unknowns in the problem.
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Homework Statement


Water stands at a height h behind a vertical dam of uniform width b.
Show that the torque about the base of the dam due to this force can be considered to act with a lever arm equal to h/3.



Homework Equations


F=PA
T=Fr(perpendicular)




The Attempt at a Solution


Im picturing a giant dam in my head and I just do not see how reducing the height to 1/3, will have the same torque. I also calculated the entire force on the dam which is pg(h^2)b/2.

Another part of the question is For a freestanding concrete dam of uniform thickness t and height h, what minimum thickness is needed to prevent overturning? and nothing is coming to mind.

Thanks for your help,
Fisicks
 
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You have a great start with the F = pg(h^2)b/2.
You must have integrated dF over the height of the dam.
Repeat that for integral of dT = h*dF to get the torque.
Having Torque and Force, you can use T = F*d to solve for d. It works out to h/3.

The second part must be to think of the dam as a rectangular block of concrete with a force acting 1/3 of the way up. If it is too thin, the force will tilt it up on the outer edge like pushing a domino over. I'm thinking you would do torques about this edge - the force of the water torque vs the weight of the concrete torque. The first will have 1/3 the height of the dam in it and the second will have half the thickness of the dam.
 
Thanks! I appreciate it.
 
Most welcome! Interesting problem.
 
Ok. the second part is giving me a little trouble.

The weight of the dam must equal to force caused by the torque at 1/3h.

Thus (tbh)(density of concrete)g=(density of water)g((h/3)^2)b/2 which is incorrect.

Also, i replaced the right side with the value i got for total force and it was still wrong.
 
There is something wrong with that equation. Back up a bit.
The sum of the torques on the bottom left (outer) of the concrete = 0
That is, mgt/2 - F*h/3 = 0
since the weight acts at the center of the concrete and the water at height h/3.
 
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