画出方程为 x2400+(y−10)2900=1.\displaystyle\frac{x^2}{400}+\frac{(y-10)^2}{900}=1. [无需在曲线上标出 x 轴截距。] 由该曲线、x 轴、y 轴以及直线 y=30y=30 所围成的位于第一象限的区域绕 y 轴完全旋转一周,形成一个鱼缸,水流入其中。已知坐标轴上的单位为厘米,且 hh cm (0<k<30)(0<k<30) 表示鱼缸中水的深度,求用 hh 表示的鱼缸中水的体积。 水以 1000 cm31000\ \text{cm}^3 每分钟的恒定速率流入鱼缸。求当水深为 15 cm15\ \text{cm} 时,水位上升的速率。说明水位上升速率最小时的 hh 值。

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完整解法

8((i))

1. Identify the shape and center of the curve from its equation.

The equation x2202+(y−10)2302=1\displaystyle\frac{x^2}{20^2} + \frac{(y-10)^2}{30^2} = 1 represents an ellipse centered at (0,10)(0, 10) with a horizontal semi-axis of 2020 and a vertical semi-axis of 3030.

2. Find the y-intercepts.

Substitute x=0x = 0 into the equation:
02400+(y−10)2900=1\frac{0^2}{400} + \frac{(y-10)^2}{900} = 1
(y−10)2=900(y-10)^2 = 900
y−10=±30y - 10 = \pm 30
y=40 or y=−20y = 40 \text{ or } y = -20
The y-intercepts are (0,40)(0, 40) and (0,−20)(0, -20).

3. Determine the horizontal extremities to aid in sketching.

Substitute y=10y = 10 into the equation to find the maximum width:
x2400+0900=1\frac{x^2}{400} + \frac{0}{900} = 1
x2=400x^2 = 400
x=±20x = \pm 20
The horizontal extremities are (20,10)(20, 10) and (−20,10)(-20, 10).

4. Sketch the curve.

Draw a smooth vertical ellipse passing through (0,40)(0, 40), (20,10)(20, 10), (0,−20)(0, -20), and (−20,10)(-20, 10). As instructed, there is no need to calculate or indicate the specific x-intercepts.

答案

A sketched vertical ellipse centered at (0,10)(0, 10), passing through y-intercepts (0,40)(0, 40) and (0,−20)(0, -20), with horizontal extremities at (±20,10)(\pm 20, 10).

8((ii))

1. Express $x^2$ in terms of $y$ to prepare for integration.

x2400+(y−10)2900=1\frac{x^2}{400} + \frac{(y-10)^2}{900} = 1\nx2400=1−(y−10)2900\frac{x^2}{400} = 1 - \frac{(y-10)^2}{900}\nx2=400−49(y−10)2x^2 = 400 - \frac{4}{9}(y-10)^2

2. Expand the expression for $x^2$ and set up the integral for the volume of revolution about the $y$-axis.

x2=400−49(y2−20y+100)x^2 = 400 - \frac{4}{9}(y^2 - 20y + 100)\nx2=400−49y2+809y−4009x^2 = 400 - \frac{4}{9}y^2 + \frac{80}{9}y - \frac{400}{9}\nx2=32009+809y−49y2x^2 = \frac{3200}{9} + \frac{80}{9}y - \frac{4}{9}y^2\nV=π∫0hx2 dyV = \pi \int_0^h x^2 \, dy\nV=π∫0h(32009+809y−49y2)dyV = \pi \int_0^h \left( \frac{3200}{9} + \frac{80}{9}y - \frac{4}{9}y^2 \right) dy

3. Evaluate the definite integral to find the volume in terms of $h$.

V=π[32009y+409y2−427y3]0hV = \pi \left[ \frac{3200}{9}y + \frac{40}{9}y^2 - \frac{4}{27}y^3 \right]_0^h\nV=π(32009h+409h2−427h3)V = \pi \left( \frac{3200}{9}h + \frac{40}{9}h^2 - \frac{4}{27}h^3 \right)

答案

π(32009h+409h2−427h3) cm3\pi \left( \frac{3200}{9}h + \frac{40}{9}h^2 - \frac{4}{27}h^3 \right) \text{ cm}^3

8((iii))

1. Express the derivative of the volume with respect to the water depth, $\frac{\mathrm{d}V}{\mathrm{d}h}$.

From part (ii), the volume of water is V=π∫0hx2 dyV = \pi \int_0^h x^2 \,\mathrm{d}y, where the curve equation gives x2=400−49(y−10)2x^2 = 400 - \frac{4}{9}(y-10)^2.
By differentiating VV with respect to hh, or recognising it as the circular cross-sectional area at depth hh, we get:
dVdh=π(400−49(h−10)2)\frac{\mathrm{d}V}{\mathrm{d}h} = \pi \left( 400 - \frac{4}{9}(h-10)^2 \right)

2. Set up the connected rates of change equation using the chain rule.

By the chain rule, dVdt=dVdh×dhdt\frac{\mathrm{d}V}{\mathrm{d}t} = \frac{\mathrm{d}V}{\mathrm{d}h} \times \frac{\mathrm{d}h}{\mathrm{d}t}.
Given the constant rate of water flow dVdt=1000\frac{\mathrm{d}V}{\mathrm{d}t} = 1000, we substitute this into our relationship:
1000=π(400−49(h−10)2)dhdt1000 = \pi \left( 400 - \frac{4}{9}(h-10)^2 \right) \frac{\mathrm{d}h}{\mathrm{d}t}

3. Substitute $h = 15$ to find the corresponding rate of increase of the water level.

Substitute h=15h = 15 into the equation:
1000=π(400−49(15−10)2)dhdt1000 = \pi \left( 400 - \frac{4}{9}(15-10)^2 \right) \frac{\mathrm{d}h}{\mathrm{d}t}
1000=π(400−49(25))dhdt1000 = \pi \left( 400 - \frac{4}{9}(25) \right) \frac{\mathrm{d}h}{\mathrm{d}t}
1000=π(3600−1009)dhdt1000 = \pi \left( \frac{3600 - 100}{9} \right) \frac{\mathrm{d}h}{\mathrm{d}t}
1000=3500π9dhdt1000 = \frac{3500\pi}{9} \frac{\mathrm{d}h}{\mathrm{d}t}
dhdt=90003500π=187π≈0.819 cm/min\frac{\mathrm{d}h}{\mathrm{d}t} = \frac{9000}{3500\pi} = \frac{18}{7\pi} \approx 0.819 \text{ cm/min}

4. Determine the condition for the least rate of increase of the water level.

We need the value of hh that minimises dhdt\frac{\mathrm{d}h}{\mathrm{d}t}.
Rearranging the rate equation gives dhdt=1000dVdh\frac{\mathrm{d}h}{\mathrm{d}t} = \frac{1000}{\frac{\mathrm{d}V}{\mathrm{d}h}}.
The rate dhdt\frac{\mathrm{d}h}{\mathrm{d}t} is least when the denominator (the cross-sectional area dVdh\frac{\mathrm{d}V}{\mathrm{d}h}) is at its maximum.

5. Find the value of $h$ that maximises the cross-sectional area.

The expression dVdh=π(400−49(h−10)2)\frac{\mathrm{d}V}{\mathrm{d}h} = \pi \left( 400 - \frac{4}{9}(h-10)^2 \right) is a downward-opening parabola.
Its maximum value occurs when the subtracted squared term is zero:
(h−10)2=0  ⟹  h=10(h - 10)^2 = 0 \implies h = 10
(Alternatively, by inspecting the bowl's elliptical shape, its maximum width occurs at the centre of the ellipse y=10y = 10.)
Thus, the rate of increase is the least when h=10h = 10.

答案

187π\frac{18}{7\pi} cm/min (or 0.8190.819 cm/min), and h=10h = 10

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