Sketch the curve with equation x2400+(y−10)2900=1.\displaystyle\frac{x^2}{400}+\frac{(y-10)^2}{900}=1. [There is no need to indicate the x-intercepts on the curve.] The region lying in the first quadrant bounded by the curve, the x-axis, the y-axis and the line y=30y=30 is rotated completely about the y-axis to form a fish bowl into which water flows. Given that units on the axes are centimetres and hh cm (0<k<30)(0<k<30) denotes the depth of water in the fish bowl, find, in terms of hh, the volume of water in the bowl. Water flows into the fish bowl at the constant rate of 1000 cm31000\ \text{cm}^3 per minute. Find the rate at which the water level is increasing when the depth is 15 cm15\ \text{cm}. State the value of hh at which the rate of increase of the water level is the least.

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Worked solution

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.

Answer

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)

Answer

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.

Answer

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

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