How to Calculate the Force Exerted by Water on a Hinged Gate?

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SUMMARY

The discussion focuses on calculating the force exerted by water on a hinged gate, specifically addressing the complexities of a non-linear gate submerged in water. Key parameters include water density (\(\rho = 1000 \, \text{kg/m}^3\)) and the gate's width of 1 meter. The relevant equations for this calculation are \(F = \sqrt{F_{h}^{2} + F_{v}^{2}}\) and \(F = \rho g h A\). Participants emphasize the importance of determining the resultant normal force on each section of the gate to facilitate further calculations.

PREREQUISITES
  • Understanding of hydrostatic pressure principles
  • Familiarity with force decomposition into horizontal and vertical components
  • Knowledge of calculating moments and resultant forces
  • Basic proficiency in physics equations related to fluid mechanics
NEXT STEPS
  • Study hydrostatic pressure calculations for submerged surfaces
  • Learn about calculating resultant forces on irregular shapes
  • Explore the concept of moments in static equilibrium
  • Review examples of forces on hinged structures in fluid dynamics
USEFUL FOR

Students studying fluid mechanics, engineers designing hydraulic systems, and anyone involved in structural analysis of gates and barriers in water environments.

sita
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Homework Statement



http://www.pictureshoster.com/thumbnails/fzfnh5lyl6epxx11dmp_thumb.jpg

the gate is connected by a hinge at point A and a force holds it shut at point C

water density [tex]\rho[/tex]=1000 kg/m[tex]^{3}[/tex]

width of the gate is 1m (into page)

Homework Equations



F = [tex]\sqrt{F_{h}^{2} + F_{v}^{2}}[/tex]
F = [tex]\rho[/tex]ghA



The Attempt at a Solution



i'm guessing to find the force due to the water i have to look at the horizontal and vertical components.. but i haven't had an example before where the gate isn't just one straight line! nor one with water under the gate.. so I'm a bit lost as to what to do?

thanks for the help
 
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Hi sita,
Welcome to the board. Do you know how to find the resultant normal force on each section? You have 3 sections, so reduce the force on each section to a single resultant force. Once you do that, you can find moments around a single point as well as sum forces vertically and horizontally. Does that help?
 

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