Calculating Water Pressure Against a 120-Foot High Dam Using Symmetric Function

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The discussion focuses on calculating the total force exerted by water pressure against a 120-foot high dam, modeled by the symmetric function y = 2x^(4/3). The integral provided by the teacher, 120 ∫ 62.5(120-y)*2(y/2)^(3/4)dy from 0 to 120, correctly represents the total force, where 62.5(120-y) denotes the water pressure at varying depths. The confusion arises from misinterpreting the relationship between pressure and force, with the correct formula being F = P * A, not P = F * A.

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A 120 foot high dam is shaped by the symmetric function y = 2x^(4/3). The water level is at the top of the dam. Set up an integral that gives the total water pressure against the dam. Water weights 62.5 lbs per cubic foot.

S = integral sign

P = F / A

but teacher's answer is

120
S 62.5(120-y)*2(y/2)^(3/4)dy
0

I understand the 2(y/2)^(3/4)dy part, its the area, but I don't get what is
62.4(120-y), its seems to me that the teacher is doing P = F * A, which is wrong... if I m not wrong... please help me clear this... Final coming!
 
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What you are probably asked to find is the total force on the dam due to the water pressure. The teacher is doing F = P * A (not P = F * A, which would indeed make no sense). 62.4(120-y) gives the water pressure as a function of vertical position (measured from the bottom of the dam).
 
There is no such thing as "total pressure". As Doc Al said, the problem clearly is asking for "total force" against the dam. And it is correct that F= P*A.
 

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