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Original question & working

Separate the formal model from inconsistent pump directions · source reference

[2022/ASRJC/Prelim/I/11] · Question pp. 6 · Working pp. 27, 28

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Question PDF p.6 (printed 73), solution pp.27–28: the printed k=−11/50 is algebraically consistent with the given derivative datum but incompatible with positive inflow ∝h² and positive outflow ∝h. The original wording and solution are preserved; the logistic interpretation is explicitly conditional.

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Printed question

The cylindrical tank in a research laboratory has a cross-sectional area of 4 m². To cool the tank, water is pumped in and out of the tank simultaneously. The volume and height of the water in the tank at any time tt minutes is given by VV (m³) and hh (metres) respectively. Clean water is pumped into the tank at a rate that is proportional to h2h^2 and the water is pumped out from the tank at a rate that is proportional to hh.

(i) Assume that the water does not overflow and that there is no change to the height of the water when h=10h=10, show that dhdt=kh(h−10)4\frac{dh}{dt}=\frac{kh(h-10)}4 where kk is a real constant. [4]

The tank was initially filled with clean water to a height of 2 metres. When the height of the water is 5 metres, the volume of water is increasing at a rate of 5.5 m³ per minute.

(ii) Find the exact value of kk. Hence find hh in terms of tt. [5]

(iii) Sketch a graph of hh against tt. Hence write down the minimum height of the cylindrical tank that will not result in the overflow of the water. [3]

[2022/ASRJC/Prelim/I/11]

Printed working

V′=rate pumped in−rate pumped out=Vin′−Vout′=Ah2−BhV'=\text{rate pumped in}-\text{rate pumped out}=V'_{\rm in}-V'_{\rm out}=Ah^2-Bh, A,B∈RA,B\in\mathbb R as printed.

At h=10h=10, V′=0⇒B=10AV'=0\Rightarrow B=10A. Given base area 4 m², V=4hV=4h, so V′=4h′V'=4h' (1).

4h′=Ah2−10Ah⇒h′=kh(h−10)/44h'=Ah^2-10Ah\Rightarrow h'=kh(h-10)/4, where A=kA=k (2).

At h=5h=5, V′=5.5V'=5.5: 5.5=[5k(5−10)/4]×4⇒k=−11/505.5=[5k(5-10)/4]\times4\Rightarrow k=-11/50.

h′=−11h(h−10)/200h'=-11h(h-10)/200; ∫dh/(h2−10h)=∫−11/200dt\int dh/(h^2-10h)=\int-11/200dt.

Method 1 (MF27): ∫dh/[(h−5)2−52]=−11t/200+c\int dh/[(h-5)^2-5^2]=-11t/200+c; 110ln⁡∣(h−10)/h∣=−11t/200+c\frac1{10}\ln|(h-10)/h|=-11t/200+c.

Method 2 (partial fractions): ∫dh/[h(h−10)]=−110∫[1/h−1/(h−10)]dh=−110[ln⁡∣h∣−ln⁡∣h−10∣]=110ln⁡∣(h−10)/h∣\int dh/[h(h-10)]=-\frac1{10}\int[1/h-1/(h-10)]dh=-\frac1{10}[\ln|h|-\ln|h-10|]=\frac1{10}\ln|(h-10)/h|.

ln⁡∣(h−10)/h∣=−11t/20+10c\ln|(h-10)/h|=-11t/20+10c; ∣1−10/h∣=e−11t/20+10c|1-10/h|=e^{-11t/20+10c}; 1−10/h=±e−11t/20+10c1-10/h=\pm e^{-11t/20+10c}.

10/h=1+Ae−11t/2010/h=1+Ae^{-11t/20}, A=±e10cA=\pm e^{10c}; h=10/(1+Ae−11t/20)h=10/(1+Ae^{-11t/20}).

At 0, h=2h=2: 2=10/(1+A)⇒A=42=10/(1+A)\Rightarrow A=4. Thus h=10/(1+4e−11t/20)h=10/(1+4e^{-11t/20}).

As t→∞t\to\infty, e−11t/20→0e^{-11t/20}\to0, h→10h\to10. The source gives minimum tank height 10 metres. This formal solution’s conflict with positive physical pump rates is reviewed separately.

Printed answer key

(ii) −11/50-11/50; h=10/(1+4e−11t/20)h=10/(1+4e^{-11t/20}). (iii) 10 metres; native sketch below.

Teacher note 1

dV/dt=dVin/dt−dVout/dtdV/dt=dV_{\rm in}/dt-dV_{\rm out}/dt.

  1. You cannot express both the rate pumped in and rate pumped out as dV/dtdV/dt; the net derivative is neither Ah2Ah^2 alone nor −Bh-Bh alone.
  2. Constants of proportionality for the two rates need not be the same.
  3. Avoid using kk initially, since it represents the final constant in the DE to be shown. Use different letters, e.g. A,BA,B.
  4. Need to express the DE in terms of one constant: use the given condition to express AA in terms of BB or vice versa.
  5. Need to show clearly how AA or BB relates to kk.

Recall that a “Show” question needs clear explanation. No change in water height when h=10h=10 implies dV/dt=0dV/dt=0 there.

Teacher note 2

Given dh/dt=f(h)dh/dt=f(h), integrate ∫dh/f(h)=∫1dt\int dh/f(h)=\int1dt. Used result: ∫f′(x)/(f(x)2−a2)dx=12aln⁡∣(f(x)−a)/(f(x)+a)∣+c\int f'(x)/(f(x)^2-a^2)dx=\frac1{2a}\ln|(f(x)-a)/(f(x)+a)|+c.

Teacher note 3

As t→∞t\to\infty, e−11t/20→0e^{-11t/20}\to0, so h→10h\to10. Horizontal asymptote h=10h=10.

Diagram 10-17-height

Formal tank height

Mathematical review

(i) Write inflow Ah2Ah^2 and outflow BhBh. Since V=4h, 4h′=Ah2−Bh4h'=Ah^2-Bh. Equilibrium at h=10 gives B=10A, hence the stated form with k=A.

(ii) Using the stated datum formally, 5.5=k⋅5(5−10)=−25k5.5=k\cdot5(5-10)=-25k, so k=−11/50k=-11/50. The formal DE is h′=(11/200)h(10−h)h'=(11/200)h(10-h). Separation gives ln⁡[h/(10−h)]=(11/20)t+C\ln[h/(10-h)]=(11/20)t+C. Initial h=2 gives odds 1/4, hence h=10/(1+4e−11t/20)h=10/(1+4e^{-11t/20}). Substitution verifies both the formal DE and V′=5.5 at h=5.

(iii) This formal graph starts at (0,2), rises sigmoidally through inflection h=5 and tends to 10 from below. It suggests a minimum tank height 10 m. However, it requires A=k<0 and B=10A<0 in the original inflow/outflow description: these are negative pumped volumes. No positive physical pump-rate constants satisfy all the supplied statements. Swapping the proportional laws (inflow ∝h, outflow ∝h²) would produce the formal logistic behavior, but that is a proposed repair, not the printed question.

Provenance

TJC JC2 2025 H2 Maths (9758) MSM. Native transcription checked against original visible question, working and sidebars. Question page(s): 6. Working page(s): 27, 28. Original records remain private for QA; this native article has no PDF or raster worksheet dependency.