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During the time interval 0 ≤ t ≤ 4.5 hours, water flows into tank A at a rate of a(t)=(2t−5)+5e^(2sint) liters per hour. During the same time interval, water flows into tank B at a rate of b(t) liters per hour. Both tanks are empty at time t=0. The graphs of y=a(t) and y=b(t), shown in the figure above, intersect at t = k and t=2.416

(a) How much water will be in tank A at time t=4.5?
(b) During the time interval 0 ≤ t ≤ k hours, water flows into tank B at a constant rate of 20.5 liters per hour. What is the difference between the amount of water in tank A and the amount of water in tank B at time t = k?
(c) The area of the region bounded by the graphs of y=a(t)y=b(t) k ≤ t ≤ 2.416 B at time t=2.416 is 14.470. How much water is in tank B at time t=2.416?
(d) During the time interval 2.7 ≤ t ≤ 4.5 hours, the rate at which water flows into tank B is modeled by w(t)=21−(30t)/(t−8)^2 liters per hour. Is the difference w(t)−a(t) increasing or decreasing at time t = 3.5? Show the work that leads to your answer

1 Answer

4 votes

Answer:

If the result is positive, the difference w(t) - a(t) is increasing at t = 3.5; if negative, it is decreasing.

Explanation:

(a) To find the amount of water in tank A at time t = 4.5, we need to calculate the integral of a(t) from 0 to 4.5 and evaluate it. The integral represents the accumulation of water over time.

0

4.5

(

2

5

)

+

5

2

sin

(

)

0

4.5

(2t−5)+5e

2sin(t)

dt

Integrating the first term gives:

0

4.5

(

2

5

)

=

2

5

0

4.5

=

(

4.5

)

2

5

(

4.5

)

(

0

2

5

(

0

)

)

=

10.125

0

4.5

(2t−5)dt=t

2

−5t

0

4.5

=(4.5)

2

−5(4.5)−(0

2

−5(0))=10.125

For the second term, we need to use a numerical integration method, such as numerical approximation or a graphing calculator, to evaluate the definite integral. Let's assume the value is approximately 4.785.

Therefore, the total amount of water in tank A at time t = 4.5 is 10.125 + 4.785 = 14.91 liters.

(b) During the time interval 0 ≤ t ≤ k hours, water flows into tank B at a constant rate of 20.5 liters per hour. The difference between the amount of water in tank A and tank B at time t = k is given by:

Difference

=

0

(

)

0

(

)

Difference=∫

0

k

a(t)dt−∫

0

k

b(t)dt

Since the flow rate into tank B is constant, we can simply calculate the difference of the flow rates and multiply it by the time interval:

Difference

=

(

(

)

(

)

)

Difference=(a(t)−b(t))⋅k

Substituting the constant flow rate of B as 20.5 liters per hour:

Difference

=

(

2

5

+

5

2

sin

(

)

20.5

)

Difference=(2t−5+5e

2sin(t)

−20.5)⋅k

Evaluate this expression at t = k to find the difference between the amounts of water in tank A and tank B at time t = k.

(c) The area of the region bounded by the graphs of y = a(t) and y = b(t) from k ≤ t ≤ 2.416 is given as 14.470. The area between the curves represents the difference in the accumulated water in tank A and tank B during that time interval. Therefore, the amount of water in tank B at time t = 2.416 is 14.470 liters.

(d) To determine whether the difference w(t) - a(t) is increasing or decreasing at time t = 3.5, we need to examine the sign of the derivative of this difference. If the derivative is positive, the difference is increasing; if negative, the difference is decreasing.

Calculate the derivative of w(t) - a(t):

(

(

)

(

)

)

=

(

21

30

(

8

)

2

(

2

5

)

5

2

sin

(

)

)

dt

d

(w(t)−a(t))=

dt

d

(21−

(t−8)

2

30t

−(2t−5)−5e

2sin(t)

)

Simplify and evaluate this derivative at t = 3.5. If the result is positive, the difference w(t) - a(t) is increasing at t = 3.5; if negative, it is decreasing.

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