Calculating Force on Quarter Cylinder Dam Gate with Hinge and Stopper

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SUMMARY

The discussion focuses on calculating the force on the stopper at B of a quarter cylinder dam gate, which is hinged at A. The user seeks to determine this force as a function of the radius (R) and the height of the water (h). Key considerations include the moments around the hinge at A, pressure forces, weight forces of the gate, and the normal force from the ground. The lecturer clarified that the reaction force from the ground is zero, allowing the user to proceed with the solution.

PREREQUISITES
  • Understanding of fluid mechanics principles, specifically hydrostatic pressure.
  • Knowledge of static equilibrium and moment calculations.
  • Familiarity with the concepts of forces acting on structures, including normal and reaction forces.
  • Basic understanding of the geometry of quarter cylinders and their applications in dam engineering.
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  • Study the principles of hydrostatic pressure and its application to dam structures.
  • Learn about calculating moments and forces in static equilibrium scenarios.
  • Research the mechanics of hinges and their role in structural stability.
  • Explore case studies on quarter cylinder dam gates and their design considerations.
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Engineers, particularly civil and structural engineers, students studying fluid mechanics, and professionals involved in dam design and analysis will benefit from this discussion.

cambo86
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This is a picture of a quarter cylinder dam gate with a hinge at A and a stopper at B.

I need to find the force on the stopper at B as a function of the radius (R) and height of the water (h). I was going to do this by working out the moments around the hinge at A. I can solve for pressure forces and weight forces of the gate but I don't know the normal force from the ground. The hinge will have a force in the y direction so it will affect the normal force. I also don't know where to position my normal force, is it always going to be 1/2 of R or will it go through the combined centre of mass of gate and water above?
 
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Alternatively am I thinking about this problem in the wrong way and need to try a different method to find the force on the stopper?
 
Does the gate really touch the ground? Perhaps it only touches the stopper?
 
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Thanks, I spoke to the lecturer today and he said that the reaction from the ground is zero.
 
So, can you proceed with the solution then?
 
Yes, I'm fine now.
 

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