Fluid Force Problem- Caclulus II

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The discussion revolves around calculating the fluid force on a porthole of a submarine submerged in seawater. The relevant equations include fluid pressure as a function of weight density and height, and fluid force as pressure times area. The user struggles with setting up the integral correctly, particularly in incorporating the depth "d" and expressing the area in terms of one variable. A diagram is suggested to visualize the varying depths across the porthole, with limits of integration defined from d-r to d+r. The final formula for the force involves integrating the product of pressure and the area of a horizontal strip at depth y, which is complicated by the square root function.
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Problem:
A porthole on a vertical side of a submarine submerged in sea water has a diameter of 2r feet. Sea water has a weight density of 64 pounds per cubic foot. Find the fluid force on the porthole, assuming that the center of the porthole is d feet below the surface.

Relevant Equations:
fluid pressure= weight * height aka p=wh
fluid force= p*A, A being the area the force is exerted on.

Attempt at Solution:

I know its going to be the integral of p*A bound from zero to some number. I thought that p might equal 64y (the weight times the height), but that seems too simple and I think "d" has to be incorporated into that part of the integral somehow. For A, I used the equation of the circle, x^2 + y^2 = r^2, A=y= square root (r^2-x^2). That's where I stopped, because none of that seems right, I feel like I need to have everything in terms of one or two variables in order to integrate and actually find the fluid force. P

Please help, I am so stuck and frustrated, I drew a diagram but it's not helping much! I desperately need to figure out the correct answer to this problem!
 
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"A porthole on a vertical side". The porthole is vertical and different horizontal lines drawn across the porthole have different depths. Your diagram should be a circle with at least one horizontal line across it representing a section of the porthole at a constant depth. Since the center of the porthole is at d feet, and has radius r feet, the depth of each part of the porthole ranges from d-r feet (top) to d+r feet (bottom). Those should be the limits of integration. The equation of a circle of radius r with center at (0, d) is, of course, x^2+ (y-d)^2= r^2 or x= \sqrt{r^2- (y-d)^2}. A horizontal strip at depth y, thickness dy, will have area \sqrt{r^2- (y-d)^2}dy. The pressure at depth y is 64y so the total force on that strip is 64y\sqrt{r^2- (y-d)^2}dy. That's what you need to integrate.
 
thank you VERY much, but how does one go about integrating that? help, I'm very stuck, i tried using u-substitution for the square root, but i feel that somehow there should be an easy way to integrate the square root function, because its a circle...
 
Question: A clock's minute hand has length 4 and its hour hand has length 3. What is the distance between the tips at the moment when it is increasing most rapidly?(Putnam Exam Question) Answer: Making assumption that both the hands moves at constant angular velocities, the answer is ## \sqrt{7} .## But don't you think this assumption is somewhat doubtful and wrong?

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