Calculus I · Textbook draft · 20 minute reading

A Calculus Investigation from Rates to Totals

Complete a connected model, defend its assumptions, and review proof, computation, and interpretation across Calculus I.

Before you begin

  • The preceding limits, differentiation, and integration chapters.

Learning objectives

  • Connect a rate model to cumulative change and average values.
  • Check a model's extrema, units, feasibility, and parameter sensitivity.
  • Complete a cumulative set of computational and proof problems.

A reservoir receives water at modeled rate r(t)=6t−t2r(t)=6t-t^2 cubic metres per hour for 0≤t≤60\leq t\leq6 hours. Water leaves at a constant rate of 55 cubic metres per hour. At time zero the reservoir contains 2020 cubic metres. These are hypothetical quantities chosen for an investigation, not observations from a real reservoir. Assume the reservoir can hold the modeled volume without overflowing during the interval.

Recover the stored quantity

The net rate is V′=6t−t2−5=4−(t−3)2V'=6t-t^2-5=4-(t-3)^2. Antidifferentiation and the initial condition give

V(t)=20+3t2−t33−5t.V(t)=20+3t^2-\frac{t^3}3-5t.

Check by differentiation and by V(0)=20V(0)=20. At six hours, V(6)=26V(6)=26, so net change is 66 cubic metres. The inflow itself accumulates ∫06(6t−t2) dt=36\int_0^6(6t-t^2)\,dt=36 cubic metres, while outflow accumulates 3030. The initial stock, gross inflow, gross outflow, and final stock are distinct quantities whose units agree.

Analyze the whole interval

The rate vanishes at t=1t=1 and 55. It is negative before 11, positive between 11 and 55, and negative after 55. Compare all critical points and endpoints:

V(0)=20,V(1)=53/3,V(5)=85/3,V(6)=26.V(0)=20,\quad V(1)=53/3,\quad V(5)=85/3,\quad V(6)=26.

Thus the minimum stock is 53/353/3 and the maximum 85/385/3 cubic metres. Both lie in the interior. The model never empties, and a capacity of at least 85/385/3 would avoid overflow under these assumptions. A capacity of 2525 would violate the no-overflow model; continuing the same stock formula would no longer describe actual stored volume after overflow begins.

The strongest net inflow occurs at t=3t=3 because V′=4−(t−3)2V'=4-(t-3)^2 is maximized there, with value 44 cubic metres per hour. This is not the time of greatest stock. Maximizing a quantity and maximizing its rate are different tasks.

Total variation and average stock

The stock decreases by 7/37/3 cubic metres before 11, increases by 32/332/3 between 11 and 55, then decreases by 7/37/3 before 66. Its total variation is 46/346/3 cubic metres, compared with net change 66. Total variation sums absolute changes and can be written ∫06∣V′∣ dt\int_0^6|V'|\,dt after splitting at the rate’s zeros.

The average stock is

16∫06V(t) dt=16[20t+t3−t412−5t22]06=23.\frac16\int_0^6V(t)\,dt =\frac16\left[20t+t^3-\frac{t^4}{12}-\frac{5t^2}2\right]_0^6 =23.

In this particular symmetric example, the endpoint average (20+26)/2(20+26)/2 also equals 2323. That coincidence is not a general rule for cubic stock functions; the integral supplies the justification here.

Investigate a changed outflow

Replace the outflow 55 by a parameter c≥0c\geq0. Then Vc′=6t−t2−cV_c'=6t-t^2-c, and its zeros, when 0≤c≤90\leq c\leq9, are 3±9−c3\pm\sqrt{9-c}. For c>9c>9, the net rate is negative throughout the interval. The final stock is 20+36−6c=56−6c20+36-6c=56-6c. To establish physical feasibility, justify the interval minimum rather than relying on an endpoint check without an interval argument. The model’s physical feasibility is an interval question.

Cumulative problems

  1. Prove lim⁡x→1x2=1\lim_{x\to1}x^2=1 using an explicit epsilon–delta construction.
  2. A function equals x2x^2 for x≠2x\ne2 and 99 at 22. Is it continuous or differentiable at 22?
  3. Differentiate log⁡(1+x2)sin⁡x\log(1+x^2)\sin x.
  4. Use MVT to prove that a differentiable function with zero derivative on an interval is constant there.
  5. Find the absolute extrema of x3−3xx^3-3x on [−2,2][-2,2].
  6. Evaluate ∫012x/(1+x2) dx\int_0^1 2x/(1+x^2)\,dx.
  7. Differentiate ∫xx21+t2 dt\int_{x}^{x^2}\sqrt{1+t^2}\,dt.
  8. For the reservoir, calculate the stock at t=3t=3 and explain why it is neither an absolute maximum nor minimum.
  9. Find the area between xx and x3x^3 on [0,1][0,1].
  10. Explain why ∫−111/x2 dx\int_{-1}^11/x^2\,dx cannot be evaluated by a single endpoint antiderivative difference.
Worked cumulative solutions
  1. If ∣x−1∣<1|x-1|<1, then ∣x+1∣<3|x+1|<3. Choose δ=min⁡{1,ε/3}\delta=\min\{1,\varepsilon/3\}. Factoring gives ∣x2−1∣<3∣x−1∣<ε|x^2-1|<3|x-1|<\varepsilon.
  2. Its limit is 44, unequal to its value 99. It is discontinuous and therefore not differentiable.
  3. [2x/(1+x2)]sin⁡x+log⁡(1+x2)cos⁡x[2x/(1+x^2)]\sin x+\log(1+x^2)\cos x.
  4. For any u<vu<v in the interval, MVT gives f(v)−f(u)=f′(c)(v−u)=0f(v)-f(u)=f'(c)(v-u)=0. Hence all values agree.
  5. Endpoint and critical values are −2,2,−2,2-2,2,-2,2 at −2,−1,1,2-2,-1,1,2 respectively. Maximum 22 occurs at −1,2-1,2; minimum −2-2 occurs at −2,1-2,1.
  6. Substitute u=1+x2u=1+x^2 to obtain log⁡2\log2.
  7. 2x1+x4−1+x22x\sqrt{1+x^4}-\sqrt{1+x^2}.
  8. V(3)=23V(3)=23. The rate there is positive and maximal, so stock is still increasing; the stock maximum occurs later at 55.
  9. ∫01(x−x3) dx=1/4\int_0^1(x-x^3)\,dx=1/4.
  10. The integrand is unbounded at zero; the continuous-integrand FTC does not apply and the improper integral diverges.

Independent extension

Choose a new constant outflow and capacity. Determine the earliest time the model would empty or overflow, if either occurs on [0,6][0,6]. Report the stock formula, all candidate crossing intervals, a justified numerical bracket where necessary, a derivative sign chart, and an explicit statement of where your physical model stops applying. Include a computational check, but retain an analytic explanation for each existence or uniqueness claim. This is a mathematical investigation, not an engineering recommendation for an actual water system.