A water treatment facility processes wastewater through an advanced filtration system. The rate of filtration is modeled by a differentiable function \(R\), where \(R(t)\) is measured in cubic meters per hour and \(t\) is measured in hours since the start of the 12-hour workday. Selected values of \(R(t)\) are given in the table below.
\(t\) (hours)
0
2
5
8
10
12
\(R(t)\) (cubic meters per hour)
12
18
26
22
18
14
(a) Using correct units, interpret the meaning of \(\int_{2}^{10} R(t)\,dt\) in the context of the problem. Use a left Riemann sum with the three subintervals \([2, 5]\), \([5, 8]\), and \([8, 10]\) to approximate the value of \(\int_{2}^{10} R(t)\,dt\).
(b) Must there exist a value of \(c\), for \(2 < c < 10\), such that \(R'(c) = 0\)? Justify your answer.
(c) The rate of filtration can also be modeled by the function \(W(t) = 10 + 15\sin\left(\frac{\pi t}{12}\right) + 2\ln(t + 1)\) for \(0 \le t \le 12\). Using this model, find the average rate of filtration of wastewater over the time interval \(0 \le t \le 12\). Show the setup for your calculations.
(d) Using the model \(W\) defined in part (c), find the value of \(W'(7)\). Interpret the meaning of your answer in the context of the problem.
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Worked solution
(a)
\(\int_{2}^{10} R(t)\,dt\) represents the total volume of wastewater (in cubic meters) filtered from \(t = 2\) hours to \(t = 10\) hours.
Using a left Riemann sum with the given subintervals \([2, 5]\), \([5, 8]\), and \([8, 10]\):
\(\int_{2}^{10} R(t)\,dt \approx R(2)(5 - 2) + R(5)(8 - 5) + R(8)(10 - 8)\)
\(= 18(3) + 26(3) + 22(2) = 54 + 78 + 44 = 176\text{ cubic meters}\).
(b)
The function \(R\) is given to be differentiable on \([0, 12]\), which implies \(R\) is continuous on \([2, 10]\) and differentiable on \((2, 10)\).
The average rate of change on \([2, 10]\) is:
\(\frac{R(10) - R(2)}{10 - 2} = \frac{18 - 18}{8} = 0\).
By the Mean Value Theorem (or Rolle's Theorem), there must exist a value \(c\) in \(2 < c < 10\) such that \(R'(c) = 0\).
(c)
The average rate of filtration over \([0, 12]\) is given by the average value formula:
\(\text{Average rate} = \frac{1}{12 - 0}\int_{0}^{12} W(t)\,dt\)
\(= \frac{1}{12}\int_{0}^{12} \left(10 + 15\sin\left(\frac{\pi t}{12}\right) + 2\ln(t + 1)\right) dt \approx \frac{277.280}{12} \approx 23.107\text{ cubic meters per hour}\) (or \(23.106\)).
(d)
Using a graphing calculator to compute the numerical derivative:
\(W'(7) \approx -0.766\) (or \(-0.767\)).
Meaning in context: At time \(t = 7\) hours, the rate at which wastewater is being filtered is decreasing at a rate of \(0.766\) cubic meters per hour per hour (or \(\text{m}^3/\text{hr}^2\)).
Marking scheme
- 1 point for interpretation with units (must reference total cubic meters/volume of water filtered and the time interval t = 2 to t = 10 hours)
- 1 point for the form of the left Riemann sum: (18)(3) + (26)(3) + (22)(2)
- 1 point for the numerical answer: 176
Part (b): 2 points
- 1 point for presenting R(10) - R(2) = 0 or (18 - 18)/8 = 0 (or stating R(2) = R(10))
- 1 point for answer with justification (must explicitly state that R is continuous because it is differentiable, and reference MVT or Rolle's Theorem)
Part (c): 2 points
- 1 point for the average value integral setup: (1 / 12) * \int_{0}^{12} W(t) dt
- 1 point for the correct answer: 23.107 (or 23.106)
Part (d): 2 points
- 1 point for the value of W'(7): -0.766 (or -0.767)
- 1 point for correct interpretation in context including units (cubic meters per hour per hour or m^3/hr^2) and time t = 7 hours.