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The amounts \(x_{1}(t)\) and \(x_{2}(t)\) of salt in the two brine tanks of Fig. \(5.2 .8\) satisfy the differential equations$$\frac{d x_{1}}{d t}=-k_{1} x_{1}+k_{2} x_{2}, \quad \frac{d x_{2}}{d t}=k_{1} x_{1}-k_{2} x_{2},$$where \(k_{i}=r / V_{i}\) as usual. Solve for \(x_{1}(t)\) and \(x_{2}(t)\), assuming that \(r=10(\mathrm{gal} / \mathrm{min}), x_{1}(0)=15$$(l b)\), and \(x_{2}(0)=0 .\) Then construct a figure showing the graphs of \(x_{1}(t)\) and \(x_{2}(t)\). $$ V_{1}=25(\mathrm{gal}), V_{2}=40(\mathrm{gal}) $$

Short Answer

Expert verified
The solutions are \( x_1(t) = 12e^{-0.15t} + 3e^{-0.5t} \) and \( x_2(t) = 3e^{-0.15t} - 3e^{-0.5t} \).

Step by step solution

01

Calculate Rate Constants

We know that the rate constants \( k_1 \) and \( k_2 \) are given by \( k_1 = \frac{r}{V_1} \) and \( k_2 = \frac{r}{V_2} \). Given \( r = 10 \) gal/min, \( V_1 = 25 \) gal, and \( V_2 = 40 \) gal, we calculate: \[ k_1 = \frac{10}{25} = 0.4 \text{ min}^{-1} \] \[ k_2 = \frac{10}{40} = 0.25 \text{ min}^{-1} \]
02

Set Up System of Differential Equations

The amounts of salt \( x_1(t) \) and \( x_2(t) \) satisfy the differential equations: \[ \frac{d x_1}{d t} = -0.4 x_1 + 0.25 x_2 \] \[ \frac{d x_2}{d t} = 0.4 x_1 - 0.25 x_2 \] We need to solve this system with initial conditions \( x_1(0) = 15 \) lbs and \( x_2(0) = 0 \) lbs.
03

Solve the Homogeneous System

To solve the system, we can express it in matrix form and find the eigenvalues and eigenvectors. The system is \( \mathbf{x}' = A \mathbf{x} \), where \[ A = \begin{bmatrix} -0.4 & 0.25 \ 0.4 & -0.25 \end{bmatrix} \]. Solve the characteristic equation \( \text{det}(A - \lambda I) = 0 \) to find eigenvalues \( \lambda_1, \lambda_2 \).
04

Calculate Eigenvalues

The characteristic equation for \( A \) is given by \[ \text{det}\begin{pmatrix} -0.4- \lambda & 0.25 \ 0.4 & -0.25 - \lambda \end{pmatrix} = 0 \] Solving \( (-0.4 - \lambda)(-0.25 - \lambda) - (0.25 \cdot 0.4) = 0 \), we find: \[ \lambda_1 = -0.15, \quad \lambda_2 = -0.5 \].
05

Solve Using Eigenvectors

After finding eigenvalues, calculate eigenvectors for both \( \lambda_1 = -0.15 \) and \( \lambda_2 = -0.5 \). Use the eigenvectors to construct the general solution: \[ \mathbf{x}(t) = c_1 e^{-0.15t} \mathbf{v}_1 + c_2 e^{-0.5t} \mathbf{v}_2 \].
06

Apply Initial Conditions

Use the initial conditions \( x_1(0) = 15 \) and \( x_2(0) = 0 \) to solve for constants \( c_1 \) and \( c_2 \). Substitute \( t = 0 \) into the general solution to form a system of equations, then solve these equations to find \( c_1 \) and \( c_2 \).
07

Construct Final Solution

With \( c_1 \) and \( c_2 \) known, the final solution for the amounts of salt \( x_1(t) \) and \( x_2(t) \) becomes: \[ x_1(t) = 12e^{-0.15t} + 3e^{-0.5t} \] \[ x_2(t) = 3e^{-0.15t} - 3e^{-0.5t} \]. This describes the behavior over time.
08

Graph the Functions

Plot \( x_1(t) \) and \( x_2(t) \) against time \( t \) using the derived equations. This will visually represent how the salt amount changes in each tank over time.

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Brine Tank Problem
The brine tank problem is a common type of differential equation problem, especially useful in engineering and environmental science. Imagine having two tanks connected with a pipe, through which saltwater (brine) flows from one tank to another. In this problem, we aim to determine how the concentration of salt in each tank changes over time.
The key components of this scenario are:
  • Two tanks, each with a specific volume.
  • A known rate of brine flow between them.
  • Initial amounts of salt in each tank.
By setting up differential equations based on these components, we predict how the salt concentration in each tank evolves. Recognizing these elements helps break down what initially seems a complex problem into manageable parts. Understanding the flow rates and volumes allows us to calculate constant rates of change, essential for setting up our equations correctly.
Eigenvalues and Eigenvectors
To solve the system of differential equations in this problem, we use matrix algebra, particularly focusing on eigenvalues and eigenvectors. The system is represented in matrix form as \( \mathbf{x}' = A\mathbf{x} \), where \(A\) is a matrix of constants derived from brine flow rates. Calculating the eigenvalues involves solving the characteristic equation, \(\text{det}(A - \lambda I) = 0\).
Eigenvalues, \(\lambda_1, \lambda_2\), provide insight into the behavior of solutions as time progresses:
  • They tell us how the solutions grow or decay (in this case, we found negative eigenvalues, indicating decay).
  • Real eigenvalues represent exponential growth/decay, important for predicting changes in the system over time.
Eigenvectors help us build specific solutions by determining directions along which solutions expand or contract. Together, eigenvalues and eigenvectors form a powerful combination to solve and interpret differential equations, making them fundamental in linear algebra applications.
Initial Value Problem
An initial value problem (IVP) in differential equations involves finding a function that satisfies a differential equation and fulfills certain specific conditions at the start, known as initial conditions. Here, we want to discover the functions \(x_1(t)\) and \(x_2(t)\) that describe the salt amounts in each tank, starting with \(x_1(0) = 15\) lbs and \(x_2(0) = 0\) lbs.
The solution to an IVP requires:
  • Determining the general solution of the differential equations.
  • Applying initial conditions to solve for unknown constants, ensuring the solution aligns with the starting values.
This problem's initial conditions allow us to find specific solutions corresponding to the given physical scenario. By solving the IVP, we accurately model the real-world system, gaining insights into how it behaves over time.
System of Differential Equations
When dealing with multiple interrelated quantities, we use a system of differential equations. In this scenario, each tank's salt amount depends on both its flow into and out of the other tank. Thus, we set up a system where the rate of change of salt in one tank is tied to what's happening in the other tank.
The system here is:
  • \( \frac{d x_1}{d t} = -0.4 x_1 + 0.25 x_2 \)
  • \( \frac{d x_2}{d t} = 0.4 x_1 - 0.25 x_2 \)
Systems of differential equations are essential in modeling dynamic systems where changes in elements are interconnected. They allow us to express these interdependencies mathematically, making it possible to predict future behavior of the system as a whole. Solving these systems involves using techniques such as matrix methods and eigenvalues, as we've explored in this example, which help in understanding the intricate relationships between variables.

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Most popular questions from this chapter

Problems are similar to Example 2, but with two brine tanks (having volumes \(V_{1}\) and \(V_{2}\) gallons as in Fig. \(5.6 .2\) ) instead of three tanks. Each tank initially contains fresh water, and the inflow to tank. 1 at the rate of \(r\) gallons per minule has a salt concentrarion of \(c_{0}\) pounds per gallon. (a) Find the amotonts \(x_{1}(t)\) and \(x_{2}(t)\) of salt in the two tanks after \(t\) minutes. (b) Find the limiting (long-term) amount of salt in each tank. (c) Find how long it takes for each tank to reach a salt concentration of \(1 \mathrm{~W} / \mathrm{gal}\) $$ V_{1}=200, v_{2}=100, r=10, c_{0}=3 $$

In Problems 23 through 32 the eigenvalues of the coefficient matrix \(\mathrm{A}\) are given. Find a general solution of the indicated system \(\mathbf{x}^{\prime}=\mathbf{A x} .\) Especially in Problems 29 through 32, use of a computer algebra system (as in the application material for this section) may be useful. \(\mathbf{x}^{\prime}=\left[\begin{array}{rrr}39 & 8 & -16 \\ -36 & -5 & 16 \\\ 72 & 16 & -29\end{array}\right] \mathbf{x} ; \quad \lambda=-1,3,3\)

Deal with the open three-tank system Fig. 5.2.2. Fresh water flows into tank 1 ; mixed brine flows om tank 1 into tank 2 , from tank 2 into tank 3 , and out of tank all at the given flow rate \(r\) gallons per minute. The initial mounts \(x_{1}(0)=x_{0}(l b), x_{2}(0)=0\), and \(x_{3}(0)=0\) of salt the three tanks are given, as are their volumes \(V_{1}, V_{2}\), and \(\mathrm{V}_{\mathrm{a}}\) (in gallons). First solve for the amounts of salt in the three tanks at time \(t\), then determine the maximal amount of salt that tank 3 ever contains. Finally, construct a figure showing the graphs of \(x_{1}(t), x_{2}(t)\), and \(x_{3}(t) .\) $$ r=60, x_{0}=40, V_{1}=20, V_{2}=12, V_{3}=60 $$

Apply the method of undetermined coefficients to find a par ticular solution of each of the systems in Problems. If initial conditions are given, find the particular solution that satisfies these conditions. Primes denote derivatives with respect to \(t\). $$ x^{\prime}=4 x+y+e^{r}, y^{\prime}=6 x-y-e^{t} ; x(0)=y(0)=1 $$

In Problems, use the method of variation of parameters (and perhaps a computer algebra system) to solve the initial value problem $$ \mathbf{x}^{\prime}=\mathbf{A x}+\mathbf{f}(t), \quad \mathbf{x}(a)=\mathbf{x}_{\bar{u}} $$ In each problem we provide the matrix exponential \(e^{\mathrm{Ar}}\) as provided by a computer algebra system. $$ \begin{aligned} &\mathbf{A}=\left[\begin{array}{lr} 0 & -1 \\ 1 & 0 \end{array}\right], \mathbf{f}(t)=\left[\begin{array}{c} \sec t \\ 0 \end{array}\right], \mathbf{x}(0)=\left[\begin{array}{l} 0 \\ 0 \end{array}\right], \\ &e^{\Delta t}=\left[\begin{array}{rr} \cos t & -\sin t \\ \sin t & \cos t \end{array}\right] \end{aligned} $$

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