Optimizing Work in a Parabolic Water Tank: Finding the Area of Cross-Sections

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The discussion focuses on optimizing work in a parabolic water tank defined by the equation y = x² for 0 ≤ y ≤ 4. The tank has a depth of 4 feet, a width of 4 feet, and a length of 5 feet. The work required to pump water to a height of 6 feet is calculated using the integral W = ∫_2^4 62.5(6-y)(4-y²)dy. Participants clarify that while the term (6-y) is correct for the height, the expression (4-y²) requires reevaluation for accuracy in determining the area of cross-sections.

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The ends of a "parabolic" water tank are the shape of the region inside the graph of y = x^{2} for 0 ≤ y ≤ 4; the cross sections parallel to the top of the tank (and the ground) are rectangles. At its center the tank is 4 feet deep and 4 feet across. It is 5 feet long. Rain has filled the tank and water is removed by pumping it up to a pipe 2 feet above the top of the tank. Set up an iterated integral to find the work W that is done to lower the water to a depth of 2 feet and then find the work. [Hint: You will need to integrate with respect to y.]

So I came up with \int_2^4 62.5(6-y)(4-y^{2})dy , and I'm not sure why this integral isn't correct. The water is being pumped to 6 feet, so it's 6-y, right?
 
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hi 7yle! :wink:

your (6 - y) is correct, but I have no idea what your (4 - y2) is supposed to be :confused:

your slice is 5 ft long, dy high, and … wide? :smile:
 

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