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

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Homework Help Overview

The problem involves calculating the torque exerted by water on a dam, specifically examining how the height of the water affects the lever arm used in torque calculations. The context includes understanding the forces acting on a vertical dam and the implications of these forces on the dam's stability.

Discussion Character

  • Exploratory, Conceptual clarification, Mathematical reasoning, Problem interpretation

Approaches and Questions Raised

  • Participants discuss the calculation of force on the dam and the integration of forces to determine torque. There is a focus on the relationship between height and torque, with some questioning the assumption that reducing height to 1/3 maintains the same torque. Others explore the implications of dam thickness on stability and overturning.

Discussion Status

Some guidance has been offered regarding the integration of forces to find torque and the interpretation of the dam as a rectangular block. Participants are actively engaging with the problem, but there is no explicit consensus on the second part of the question regarding minimum thickness and the associated calculations.

Contextual Notes

Participants note potential issues with the equations used in the second part of the problem, indicating a need for careful consideration of the forces and torques involved. There is an acknowledgment of the complexity of the problem and the need for further exploration of the assumptions made.

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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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