[半径为 rr 的球体表面积为 4πr24\pi r^2,体积为 43πr3\dfrac{4}{3}\pi r^3。] 碧山东公园正中央将建造一个喷水池。它由一个半径为 rr 的半球连接到一个半径为 rr、高度为 hh 的无盖圆柱体组成(见图)。 喷水池壁的厚度忽略不计。已知当喷水池装满时,可以容纳固定体积为 kk m3\text{m}^3 的水。

  1. (a)

    喷水池的内部需要涂上一层特殊的反光漆。半球面的喷漆成本为每平方米 33 美元,圆柱形池壁的喷漆成本为每平方米 2.502.50 美元。证明喷漆的总成本 CC 由 ${83πr2+5kr}\char36{}\left\{\dfrac{8}{3}\pi r^2 + \dfrac{5k}{r}\right\} 给出。

  2. (b)

    利用微分法,求出当 CC 取得最小值时,rr 关于 kk 的表达式。

  3. (c)

    在保持 CC 最小时,现已知 k=50k = 50。

    求 rr 和 hh 的数值。

  4. (d)

    当喷水池装满时,圆柱体和半球的连接处发生渗漏。水以 0.0020.002 m3\text{m}^3/分钟的恒定速率流出。假设没有其他形式的水流失或增加,求水位下降的速率。

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完整解法

11(a)

1. Express the total volume $k$ in terms of $r$ and $h$, and make $h$ the subject.

The total volume kk is the sum of the volume of the hemisphere and the volume of the cylinder:
k=23πr3+πr2hk = \frac{2}{3}\pi r^3 + \pi r^2 h
πr2h=k−23πr3\pi r^2 h = k - \frac{2}{3}\pi r^3
h=kπr2−2r3h = \frac{k}{\pi r^2} - \frac{2r}{3}

2. Formulate the total cost $C$ in terms of $r$ and $h$.

Area of the inner hemispherical surface =2πr2= 2\pi r^2
Area of the inner cylindrical wall =2πrh= 2\pi rh

Cost of painting hemispherical surface =3×2πr2=6πr2= 3 \times 2\pi r^2 = 6\pi r^2
Cost of painting cylindrical wall =2.50×2πrh=5πrh= 2.50 \times 2\pi rh = 5\pi rh

C=6πr2+5πrhC = 6\pi r^2 + 5\pi rh

3. Substitute $h$ into the cost equation and simplify to obtain the final expression.

C=6πr2+5πr(kπr2−2r3)C = 6\pi r^2 + 5\pi r \left( \frac{k}{\pi r^2} - \frac{2r}{3} \right)
C=6πr2+5kr−103πr2C = 6\pi r^2 + \frac{5k}{r} - \frac{10}{3}\pi r^2
C=(6−103)πr2+5krC = \left(6 - \frac{10}{3}\right)\pi r^2 + \frac{5k}{r}
C=83πr2+5kr (Shown)C = \frac{8}{3}\pi r^2 + \frac{5k}{r} \text{ (Shown)}

答案

C=83πr2+5kr (Shown)C = \frac{8}{3}\pi r^2 + \frac{5k}{r} \text{ (Shown)}

11(b)

1. Find the first derivative of $C$ with respect to $r$.

dCdr=163πr−5kr2\frac{\mathrm{d}C}{\mathrm{d}r} = \frac{16}{3}\pi r - \frac{5k}{r^2}

2. Set the first derivative to zero to find the stationary point.

163πr−5kr2=0\frac{16}{3}\pi r - \frac{5k}{r^2} = 0

3. Solve for $r$ in terms of $k$.

163πr=5kr2\frac{16}{3}\pi r = \frac{5k}{r^2}\n16πr3=15k16\pi r^3 = 15k\nr3=15k16πr^3 = \frac{15k}{16\pi}\nr=15k16π3r = \sqrt[3]{\frac{15k}{16\pi}}

4. Verify that this value of $r$ yields a minimum cost using the second derivative test.

d2Cdr2=163π+10kr3\frac{\mathrm{d}^2C}{\mathrm{d}r^2} = \frac{16}{3}\pi + \frac{10k}{r^3}\nSince k>0k > 0 and r>0r > 0 for physical dimensions, d2Cdr2>0\frac{\mathrm{d}^2C}{\mathrm{d}r^2} > 0.\nThus, the cost CC is a minimum at r=15k16π3r = \sqrt[3]{\frac{15k}{16\pi}}.

答案

r=15k16π3r = \sqrt[3]{\frac{15k}{16\pi}}

11(c)

1. Substitute $k = 50$ into the expression for $r$ obtained in part (b) to find its numerical value.

From part (b), we established that for a minimum cost CC, dCdr=163πr−5kr2=0\frac{\mathrm{d}C}{\mathrm{d}r} = \frac{16}{3}\pi r - \frac{5k}{r^2} = 0, which gives r=15k16π3r = \sqrt[3]{\frac{15k}{16\pi}}.
Substituting k=50k = 50:
r=15(50)16π3=3758π3r = \sqrt[3]{\frac{15(50)}{16\pi}} = \sqrt[3]{\frac{375}{8\pi}}
r≈2.4618 mr \approx 2.4618 \text{ m}

2. Use the volume formula to find the corresponding value of $h$.

The total volume kk is the sum of the volumes of the cylinder and the hemisphere:
k=πr2h+23πr3k = \pi r^2 h + \frac{2}{3}\pi r^3
Substituting k=50k = 50 and the exact value of r3=3758πr^3 = \frac{375}{8\pi}:
50=πr2h+23π(3758π)50 = \pi r^2 h + \frac{2}{3}\pi \left(\frac{375}{8\pi}\right)
50=πr2h+31.2550 = \pi r^2 h + 31.25
πr2h=18.75\pi r^2 h = 18.75
h=18.75π(2.4618)2h = \frac{18.75}{\pi (2.4618)^2}
h≈0.98476 mh \approx 0.98476 \text{ m}
Rounding to 3 significant figures, we get:
r=2.46r = 2.46, h=0.985h = 0.985

答案

r=2.46r = 2.46, h=0.985h = 0.985

11(d)

1. Determine the cross-sectional area of the free surface using the value of $r$ from part (c).

From part (c), the radius is r=15(50)16π3≈2.4618 mr = \sqrt[3]{\frac{15(50)}{16\pi}} \approx 2.4618 \text{ m}.
Since the fountain is filled to the brim, the water level is initially within the cylindrical section.
The volume of water VV when the water level is at height yy above the joint in the cylinder is given by V=23πr3+πr2yV = \frac{2}{3}\pi r^3 + \pi r^2 y.
Differentiating with respect to yy, the cross-sectional area is:
dVdy=πr2=π(2.4618)2≈19.040 m2\frac{\mathrm{d}V}{\mathrm{d}y} = \pi r^2 = \pi (2.4618)^2 \approx 19.040 \text{ m}^2

2. Apply the chain rule to find the rate of decrease of the water level.

We are given the rate of water leaking, which represents the rate of change of volume with respect to time:
dVdt=−0.002 m3/min\frac{\mathrm{d}V}{\mathrm{d}t} = -0.002 \text{ m}^3/\text{min}
Using the chain rule, dVdt=dVdy×dydt\frac{\mathrm{d}V}{\mathrm{d}t} = \frac{\mathrm{d}V}{\mathrm{d}y} \times \frac{\mathrm{d}y}{\mathrm{d}t}:
−0.002=19.040×dydt-0.002 = 19.040 \times \frac{\mathrm{d}y}{\mathrm{d}t}
dydt=−0.00219.040≈−0.00010504 m/min\frac{\mathrm{d}y}{\mathrm{d}t} = \frac{-0.002}{19.040} \approx -0.00010504 \text{ m/min}
Thus, the rate at which the level of water is decreasing is 0.000105 m/min0.000105 \text{ m/min} (or 1.05×10−4 m/min1.05 \times 10^{-4} \text{ m/min}).

答案

1.05×10−4 m/min1.05 \times 10^{-4} \text{ m/min}

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