Page 260 - Calculus Demystified
P. 260

CHAPTER 8
                         SOLUTION     Applications of the Integral                               247
                           We think of the curve as the graph of φ(y) = y 1/6 , 1 ≤ y ≤ 4096. Then the
                         formula for surface area is

                                              4096

                                                                 2 1/2

                                         2π       φ(y) 1 +[φ (y)]    dy.
                                             1

                         Calculating φ (y) and substituting, we find that the desired surface area is the
                         value of the integral

                                            4096
                                      2π       y 1/6  1 + (1/6)y −5/6 2 1/2  dy.
                                           1
                     You Try It: Write the integral that represents the surface area of a hemisphere of
                     radius one and evaluate it.


                                                       8.6        Hydrostatic Pressure


                     If a liquid sits in a tank, then it exerts force on the side of the tank. This force is
                     caused by gravity, and the greater the depth of the liquid then the greater the force.
                     Pascal’s principle asserts that the force exerted by a body of water depends on
                     depth alone, and is the same in all directions. Thus the force on a point in the side
                     of the tank is defined to be the depth of the liquid at that point times the density of
                     the liquid. Naturally, if we want to design tanks which will not burst their seams, it
                     is important to be able to calculate this force precisely.













                                                    Fig. 8.35

                        Imagine a tank of liquid having density ρ pounds per cubic foot as shown in
                     Fig. 8.35. We want to calculate the force on one flat side wall of the tank. Thus
                     we will use the independent variable h to denote depth, measured down from the
                     surface of the water, and calculate the force on the wall of the tank between depths
                     h = a and h = b (Fig. 8.36). We partition the interval [a, b]:

                                      a = h 0 ≤ h 1 ≤ h 2 ≤ ··· ≤ h k−1 ≤ h k = b.
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