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Kaylis
1 month ago
14

Suppose the clean water of a stream flows into Lake Alpha, then into Lake Beta, and then further downstream. The in and out flow

for each lake is 500 liters per hour. Lake Alpha contains 400 thousand liters of water, and Lake Beta contains 100 thousand liters of water. A truck with 500 kilograms of Kool-Aid drink mix crashes into Lake Alpha. Assume that the water is being continually mixed perfectly by the stream.
A. let x be the amount of Kool-Aid, in kilograms, in Lake Alpha t hours after the crash. find a formula for the rate of change in the amount of Kool-Aid, dx/dt, in terms of the amount of Kool-Aid in the lake x: dx/dt = ?
B. find a formula for the amount of Kook-Aid in kilograms, in Lake Alpha t hours after the crash
x(t) = ?
500 - 500/400000 * 500t is incorrect
C. Let y be the amount of Kool-Aid, in kilograms, in Lake Beta t hours after the crash. Find a formula for the rate of change in the amount of Kool-Aid, dy/dt, in terms of the amounts x,y.
D.Find a formula for the amount of Kool-Aid in Lake Beta t hours after the crash.
y(t)=
Mathematics
1 answer:
AnnZ [12.3K]1 month ago
6 0

Answer:

a) dx / dt = - x / 800

b) x = 500*e^(-0.00125*t)

c) dy/dt = x / 800 - y / 200

d) y(t) = 0.625*e^(-0.00125*t)*( 1 - e^(-4*t) )

Step-by-step explanation:

Given:

- Exit flow of water following the accident from Lake Alpha = 500 liters/h

- Entry flow of water post-accident into Lake Beta = 500 liters/h

- Initial Kool-Aid quantity in Lake Alpha = 500 kg

- Initial water volume in Lake Alpha = 400,000 L

- Initial water volume in Lake Beta = 100,000 L

Find:

a) Let x denote the mass of Kool-Aid, in kilograms, present in Lake Alpha t hours post-accident. Derive an equation for the changing rate of Kool-Aid, dx/dt, based on the Kool-Aid present in the lake x:

b) Derive an equation for the amount of Kool-Aid in kilograms, in Lake Alpha t hours after the accident

c) Let y represent the quantity of Kool-Aid, in kilograms, located in Lake Beta t hours post-accident. Derive an equation for the changing rate of Kool-Aid, dy/dt, in terms of quantities x and y.

d) Derive an equation for the quantity of Kool-Aid in Lake Beta t hours following the accident.

Solution:

- First, we focus on Lake Alpha. The inflow post-accident into Lake Alpha is nonexistent. The outflow can be expressed as:

                              dx / dt = concentration*flow

                              dx / dt = - ( x / 400,000)*( 500 L / hr )

                              dx / dt = - x / 800

- We'll now solve the resulting differential equation:

Separate variables:

                              dx / x = -dt / 800

Integrate:

                             Ln | x | = - t / 800 + C

- We recognize that at t = 0, the truck has crashed, so x(0) = 500.

                             Ln | 500 | = - 0 / 800 + C

                                  C = Ln | 500 |

- The solution to the differential equation yields:

                             Ln | x | = -t/800 + Ln | 500 |

                                x = 500*e^(-0.00125*t)

- Next, for Lake Beta. We consider the inflow rate on par with the outflow rate from Lake Alpha. We can formulate the ODE as:

                  conc. Flow in = x / 800

                  conc. Flow out = (y / 100,000)*( 500 L / hr ) = y / 200

                  dy/dt = con.Flow_in - conc.Flow_out

                  dy/dt = x / 800 - y / 200

- Now substituting x with the solution from Lake Alpha ODE:

                  dy/dt = 500*e^(-0.00125*t)/ 800 - y / 200

                  dy/dt = 0.625*e^(-0.00125*t)- y / 200

- Rearranging gives us:

                               y' + P(t)*y = Q(t)

                      y' + 0.005*y = 0.625*e^(-0.00125*t)

- Next, we determine the integrating factor:

                     u(t) = e^(P(t)) = e^(0.005*t)

- Finally, we apply the form:

                    ( u(t). y(t) )' = u(t). Q(t)

- Inserting the values:

                     e^(0.005*t) * y(t) = 0.625*e^(0.00375*t) + C

                               y(t) = 0.625*e^(-0.00125*t) + C*e^(-0.005*t)

- Given the initial conditions: t = 0, y = 0:

                              0 = 0.625 + C

                              C = - 0.625

Therefore,

                              y(t) = 0.625*( e^(-0.00125*t)  - e^(-0.005*t) )

                             y(t) = 0.625*e^(-0.00125*t)*( 1  - e^(-4*t) )

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