What is the Equation for Water Pressure on a Dam Wall?

In summary: I'm not really sure where to go from here, or even if all of my solutions to the parts are actually correct. I'd really appreciate a little bit of guidance.In summary, the pressure of water in a reservoir behind a dam can be calculated using an equation and a diagram. The torque about the base of the dam due to the water can be considered to act with a lever arm equal to h/3.
  • #1
missdandy
2
0

Homework Statement



SFL_pl_5.jpg


Consider a simple model of a free-standing dam, depicted in the diagram. Water of density ρ fills a reservoir behind the dam to a height h. Assume the width of the dam (the dimension pointing into the page) is w.

(a) Determine an equation for the pressure of the water as a function of depth in the reservoir. (Note that you will need to define your own coordinate system.)

(b) Consider a single horizontal layer of the water behind the dam wall. What is the magnitude dF of the force this layer of water exerts on the dam?

(c) The force of the water produces a torque on the dam. What is the magnitude of the torque about point P due to the water in the reservoir.

(d) Show that the torque about the base of the dam due to the force of the water can be considered to act with a lever arm equal to h/3.

Homework Equations


P=ρgh
P=F/A
F=PA
τ=rFsinθ
Lever arm = rsinθ

The Attempt at a Solution


a) Taking y to be the water depth measured from the reservoir floor, P=ρgy. Since ρwater≈1, P≈gy.

b) F=PA=gyA.
A=width*height of water slice = w(dy).
dF=(gyw)(dy)

c) I started with τ=rFsinθ and then tried to look at the torque applied by a single slice of water. I drew this picture:

n3vp6u.jpg


Then I said that the length L=sqrt(p^2+y^2). Plugging that into the equation for torque along with force, I got dτ=sqrt(p^2+y^2)*(gyw)(dy)sinθ

Then integrating the above with respect to y I got τ=(1/3)gLsinθ(p^2+y^2)^(3/2)
=(1/3)gLsinθ(sqrt(p^2+y^2))(p^2+y^2)

d. Plugging my calculated value for L into the equation for the lever arm I got
Lever arm=sqrt(p^2+y^2)sinθ=h/3

Then substituting that into the equation for torque:
τ=(1/3)gp(p^2+y^2)*(h/3) = (h/9)gp(p^2+y^2)

I'm not really sure where to go from here, or even if all of my solutions to the parts are actually correct. I'd really appreciate a little bit of guidance.
 
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  • #2
missdandy said:
Then I said that the length L=sqrt(p^2+y^2).
If a force magnitude F is applied at some point A, and the distance from A to B is d, the torque F has about B is not necessarily Fd. What else do you have to consider?
 
  • #3
haruspex said:
If a force magnitude F is applied at some point A, and the distance from A to B is d, the torque F has about B is not necessarily Fd. What else do you have to consider?

Do you mean the angle between the force and the lever arm?
 
  • #4
missdandy said:

The Attempt at a Solution


a) Taking y to be the water depth measured from the reservoir floor, P=ρgy.

So pressure at the bottom of the reservoir is zero and pressure at the top is ρgh?
 
  • #5
missdandy said:

Homework Equations


P=ρgh
P=F/A
F=PA
τ=rFsinθ
Lever arm = rsinθ

The Attempt at a Solution


a) Taking y to be the water depth measured from the reservoir floor, P=ρgy. Since ρwater≈1, P≈gy.

You measure y from the reservoir floor and you state that P=ρgy that is the hydrostatic pressure is zero at the bottom of the water and highest at the surface. is it right?
ρwater≈1 is not true. The numerical value of the density depends on the chosen units. ρwater≈1 g /cm3 or 1000 kg/m3..

About the lever arm: What is r in the formula? What is the lever arm if the axis goes through point P at the bottom of the dam?
 
  • #6
Then I said that the length L=sqrt(p^2+y^2). Plugging that into the equation for torque along with force, I got dτ=sqrt(p^2+y^2)*(gyw)(dy)sinθ

So you have torque = length of lever arm times force times the sine of the angle between them. That's good. But there is some simplification that you can do. This is part of what Haruspex is trying to get at. Your formula for dτ contains a factor of L sin θ. There is a [much!] easier expression for L sin θ in terms of y.

Alternately you can arrive at the same simplification another way. Instead of taking torque as force times moment arm times the sine of the angle between them, you can view torque as force times the component of the moment arm at right angles to the force.

Don't forget to fix your coordinate system before you re-do the integration with this simplification.
 
  • #7
jbriggs444 said:
So you have torque = length of lever arm times force times the sine of the angle between them. That's good.
No, the lever arm or moment arm contains that sin(angle) already. The lever arm is perpendicular to the force.
http://hyperphysics.phy-astr.gsu.edu/hbase/torq2.html

torc.gif
 
  • #8
Thank you, ehild. I should have said length of "lever" rather than "lever arm", I suppose.
 

FAQ: What is the Equation for Water Pressure on a Dam Wall?

1. What is water pressure on a wall of a dam?

Water pressure on a wall of a dam is the force exerted by water against the dam's surface. This pressure is caused by the weight of the water and can vary depending on the depth of the water and the height of the dam.

2. How is water pressure calculated on a dam wall?

Water pressure on a dam wall is calculated using the formula P = ρgh, where P is the pressure, ρ is the density of water, g is the acceleration due to gravity and h is the height of the water. This formula is derived from the principles of fluid mechanics.

3. What factors affect water pressure on a dam wall?

The factors that affect water pressure on a dam wall include the height of the dam, the depth of the water, the density of the water, and the acceleration due to gravity. Other factors may also include external forces such as wind, earthquakes, and erosion.

4. How does water pressure impact the structural integrity of a dam?

Water pressure is a key factor in determining the structural integrity of a dam. If the pressure exceeds the design limits of the dam, it can cause damage and potentially lead to failure. Therefore, it is important for engineers to carefully calculate and consider water pressure in the design and maintenance of dams.

5. Can water pressure on a dam wall be controlled?

Water pressure on a dam wall can be controlled to a certain extent through the design and construction of the dam. By carefully considering the height, shape, and materials used in the dam, engineers can minimize the effects of water pressure. Additionally, regular maintenance and monitoring can help detect and address any potential issues with water pressure on a dam wall.

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