Fluid Mechanics: Net Force & Point of Action Calculation

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The discussion revolves around calculating the net force on a vertical lock gate with differing water levels on either side. The water levels are 10.0 m on one side and 4.0 m on the other, prompting the need to determine the net force per meter length and the point of action. Participants clarify that Bernoulli's Equation is not applicable and suggest focusing on hydrostatics principles instead. The approach involves calculating the pressure difference at various heights and integrating these forces. A diagram of the setup is recommended for better understanding.
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Homework Statement



Question 1. Water is stored either side of a vertical lock gate as shown in Figure Q1 The water level on one side of the wall is 10.0 m, on the other side it is 4.0 m. Determine the net force on the wall, per metre length, and the location of the point of action of the force.
10.0
4.0

Homework Equations



Bernoulli's Equation

The Attempt at a Solution



I wasn't sure at all how to answer the question
 
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Is there meant to be a diagram attached?

This looks like a hydrostatics question so Bernoulli's eqn is not what you want.
 
noah176 said:

Homework Statement



Question 1. Water is stored either side of a vertical lock gate as shown in Figure Q1 The water level on one side of the wall is 10.0 m, on the other side it is 4.0 m. Determine the net force on the wall, per metre length, and the location of the point of action of the force.
10.0
4.0

Homework Equations



Bernoulli's Equation


The Attempt at a Solution



I wasn't sure at all how to answer the question

Welcome to the PF.

If you could scan & post a copy of the figure being referenced, that would help out some. And what do you mean by Bernoulli's Equation being the only relevant equation?

So it sounds like you need to figure out the pressure difference on the wall at each height h, and integrate the difference in forces on the wall from the bottom to the top. Does that make any sense?
 
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