Pressure exerted on the end of a pool

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SUMMARY

The discussion focuses on calculating the force exerted by water on a triangular end of a trough filled with water. The trough dimensions are 10 feet long, 5 feet wide, and 4 feet deep, with water density at 62.4 pounds/ft³. The integral setup for calculating force is discussed, specifically the expression F = ρgA, where the area A is derived from the water depth and width. Participants highlight the need for correct definitions and expressions in the integral to ensure accurate calculations.

PREREQUISITES
  • Understanding of fluid mechanics principles, specifically hydrostatic pressure.
  • Familiarity with integral calculus and its application in physics.
  • Knowledge of the properties of water, including weight density (62.4 lbs/ft³).
  • Ability to interpret geometric shapes and dimensions in physical problems.
NEXT STEPS
  • Review hydrostatic pressure calculations in fluid mechanics.
  • Study the application of integrals in calculating forces on surfaces.
  • Explore the concept of pressure distribution in fluids.
  • Learn about the derivation of force equations in varying geometries.
USEFUL FOR

Students in physics or engineering courses, particularly those studying fluid mechanics, as well as educators and professionals involved in hydraulic engineering or related fields.

JCL
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Homework Statement


Consider a
trough with triangular ends, as pictured below, where the tank is 10 feet long, the top is 5
feet wide, and the tank is 4 feet deep. Say that the trough is full to within 1 foot of the top with water
of weight density 62.4 pounds/ft^3. How much force does the water exert against one of the triangular
ends?

Homework Equations


F=pgxa The given picture has the axis rotated 90 degrees clockwise

The Attempt at a Solution


I took the integral from 0 to 3 of p * g * x * a dx
so I got integral of 0 to 3 of (62.4 lbs/ft^3)(g)(4-x)(10(5-1.25x) dx
which can be written as 624g integral (4-x)(5-1.25x) dx
is this set up correct?
 
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Pressure depends on ...?
So force is ρgha as you say. So where does the length of trough creep into your calculation?

I think it's your expression for a that is wrong, (10(5-1.25x) , as well as the missing bracket.
 
JCL said:
integral from 0 to 3 of p * g * x * a dx
so I got integral of 0 to 3 of (62.4 lbs/ft^3)(g)(4-x)(10(5-1.25x) dx
How exactly are you defining x? The above is not consistent.
 

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