Help solving Fluid Force problem

AI Thread Summary
The discussion revolves around calculating the force on a hatch in a water-filled tank using fluid mechanics principles. The tank dimensions are 2.20m wide and 1.87m high, with the hatch measuring 1.15m from the bottom. The user attempts to apply the integral formula for force but struggles with the correct bounds, initially using 0.72m as the lower bound and 1.87m as the upper bound, leading to an incorrect force calculation of 32,108 N. Clarification is sought on defining the bounds and the variable y in the integral. The key concept highlighted is that pressure is determined by the product of water density, gravitational acceleration, and depth.
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Homework Statement


A 2.20m wide tank is filled with water totaling 1.87m (H1). There is a hatch cosisting of a portion of a wall of the tank which is 1.15m(H2) in length (measured from the bottom of the tank). What is the Force on the hatch resulting from the water?

Homework Equations


F = INTEGRAL<UPPERBOUND = b, LOWERBOUND = a> ( wgp(b-y)dy ) = 0.5wgp[b^2 - a^2]

p = density of water = 1000 kg/m^3

The Attempt at a Solution


I've tried this problem many different times and I can't seem to get the correct answer. From my point of view the lower bound of integration would be 0.72 (1.87 -1.15) and the upper bound would be 1.87. This gives an answer of 32108 N, which is incorrect. Any help is greatly appreaciated!

Edit: Sorry about being unable to use the integral in the pallete correctly, I can't figure out how to but in bounds (if you can).
 

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Qbit42 said:
1.87m (H1). 1.51m(H2)

[From my point of view the lower bound of integration would be 0.72 (1.87 -1.15) and the upper bound would be 1.87.

Qbit42 said:
F = INTEGRAL<UPPERBOUND = b, LOWERBOUND = a> ( wgp(b-y)dy ) = 0.5wgp[b^2 - a^2]
I'm also not quite sure this integral is fine...
 
Fixed up that typo. The integral is one which i got from my physics textbook. Well actually the integral is just 0.5wpgb^2 since the problem in the text is asking about the pressure over the entire wall (ie from 0 to b) but all i did was make the lower bound non-zero.
 
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How are you defining y? And what are you using now for a and b?

The key here, which you seem to be aware of, is that the pressure is p*g*depth.
 
Well a is the point from which I'm measuring the liquid and b is the point at which I stop measuring. So a = 0.72 m and b = 1.87 m. As for how y is defined its the distance from the top (ie a) to a infindesimal strip (ie dA = wdy).
 
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