Calculus 7eap1501 05
Calculus 7eap1501 05
Calculus 7eap1501 05
SECTION
15.1
1093
and
THEOREM 15.1
Let M and N have continuous partial derivatives on an open disc R. The differential equation M sx, yd dx 1 Nsx, yd dy 5 0 is exact if and only if
M N
5
.
y
x
1094
CHAPTER 15
Differential Equations
EXAMPLE 1
M
5
fxy 2 1 xg 5 2xy
y
y
M sxd dx 1 Ns yd dy 5 0
is exact. In other words, a separable variables equation is actually a special type
of an exact equation.
and
N
5
f yx 2g 5 2xy.
x
x
M
5
fcos yg 5 2sin y
y
y
and
2
N
5
f y 2 x sin yg 5 2sin y.
x
x
2
M
N
5
5
f2xy 2 3x 2g 5 2x 5
fx 2 2yg .
y
y
x
x
The general solution, f sx, yd 5 C, is given by
f sx, yd 5
5
C = 1000
E
E
M sx, yd dx
s2xy 2 3x 2d dx 5 x 2y 2 x 3 1 gs yd.
24
Nsx, yd
2
fysx, yd 5
f x y 2 x 3 1 gs ydg 5 x 2 1 g9 s yd 5 x 2 2 2y.
y
20
C = 100
16
g9 s yd 5 22y
12
8
C = 10
C=1
12
Figure 15.1
12
f sx, yd 5 x 2 y 2 x 3 2 y 2 1 C1
and the general solution is x 2 y 2 x 3 2 y 2 5 C. Figure 15.1 shows the solution curves
that correspond to C 5 1, 10, 100, and 1000.
SECTION 15.1
EXAMPLE 3
TECHNOLOGY You can use a
graphing utility to graph a particular
solution that satisfies the initial condition of a differential equation. In
Example 3, the differential equation
and initial conditions are satisfied
when xy 2 1 x cos x 5 0, which
implies that the particular solution
can be written as x 5 0 or
y 5 !2cos x . On a graphing
calculator screen, the solution would
be represented by Figure 15.2 together
with the y-axis.
1095
N
x
f sx, yd 5
12.57
Nsx, yd dy 5
2xy dy 5 xy 2 1 gsxd
Msx, yd
12.57
fxsx, yd 5
4
Figure 15.2
scos x 2 x sin xd dx
5 x cos x 1 C1
which implies that f sx, yd 5 xy 2 1 x cos x 1 C1 , and the general solution is
xy 2 1 x cos x 5 C.
General solution
p s1d 2 1 p cos p 5 C
4
2
( , 1)
x
2
4
Figure 15.3
xy 2 1 x cos x 5 0.
Particular solution
The graph of the particular solution is shown in Figure 15.3. Notice that the graph
consists of two parts: the ovals are given by y 2 1 cos x 5 0, and the y-axis is given
by x 5 0.
In Example 3, note that if z 5 f sx, yd 5 xy 2 1 x cos x, the total differential of z
is given by
dz 5 fxsx, yd dx 1 fysx, yd dy
5 scos x 2 x sin x 1 y 2d dx 1 2xy dy
5 M sx, yd dx 1 N sx, yd dy.
In other words, M dx 1 N dy 5 0 is called an exact differential equation because
M dx 1 N dy is exactly the differential of f sx, yd.
1096
CHAPTER 15
Differential Equations
Integrating Factors
If the differential equation Msx, yd dx 1 Nsx, yd dy 5 0 is not exact, it may be possible to make it exact by multiplying by an appropriate factor usx, yd, which is called an
integrating factor for the differential equation.
EXAMPLE 4
Exact equation
Exact equation
THEOREM 15.2
Integrating Factors
SECTION 15.1
EXAMPLE 5
1097
Solution
Mysx, yd 2 Nxsx, yd 2y 2 0
5 1 5 hsxd
5
Nsx, yd
2y
it follows that eehsxd dx 5 ee dx 5 e x is an integrating factor. Multiplying the given
differential equation by e x produces the exact differential equation
s y 2e x 2 xe xd dx 1 2ye x dy 5 0
whose solution is obtained as follows.
f sx, yd 5
Nsx, yd dy 5
2ye x dy 5 y 2e x 1 gsxd
Msx, yd
fxsx, yd 5 y 2e x 1 g9 sxd 5 y 2e x 2 xe x
g9 sxd 5 2xe x
Therefore, g9 sxd 5 2xe x and gsxd 5 2xe x 1 e x 1 C1, which implies that
f sx, yd 5 y 2e x 2 xe x 1 e x 1 C1.
The general solution is y 2e x 2 xe x 1 e x 5 C, or y 2 2 x 1 1 5 Ce2x.
In the next example, we show how a differential equation can help in sketching a
force field given by Fsx, yd 5 Msx, yd i 1 Nsx, yd j.
EXAMPLE 6
Force field:
2y
F (x, y)
x2
y2
y2
x2
x
y2
Fsx, yd 5
y2
Ce
Solution
x
3
2
3
Figure 15.4
At the point sx, yd in the plane, the vector Fsx, yd has a slope of
dy 2 s y 2 2 xdy!x 2 1 y 2 2 s y 2 2 xd
5
5
dx
2yy!x 2 1 y 2
2y
2y
y2 2 x
i2
j
2
!x 1 y
!x 2 1 y 2
2
1098
CHAPTER 15
Differential Equations
LAB SERIES
Lab 20
E X E R C I S E S F O R S E C T I O N 15 .1
In Exercises 110, determine whether the differential equation
is exact. If it is, find the general solution.
1. s2x 2 3yd dx 1 s2y 2 3xd dy 5 0
17. y dx 2 sx 1 6y 2d dy 5 0
2. ye x dx 1 e x dy 5 0
18. s2x 3 1 yd dx 2 x dy 5 0
19. s5x 2 2 yd dx 1 x dy 5 0
4. 2 coss2x 2 yd dx 2 coss2x 2 yd dy 5 0
20. s5x 2 2 y 2d dx 1 2y dy 5 0
21. sx 1 yd dx 1 tan x dy 5 0
6. 2y 2e xy dx 1 2xye xy dy 5 0
2
7.
9.
10.
22. s2x 2 y 2 1d dx 1 x 3 dy 5 0
1
sx dy 2 y dxd 5 0
x2 1 y2
8. e2sx
23. y 2 dx 1 sxy 2 1d dy 5 0
24. sx 2 1 2x 1 yd dx 1 2 dy 5 0
sx dx 1 y dyd 5 0
1y 2d
25. 2y dx 1 s x 2 sin!y d dy 5 0
1
s y 2 dx 1 x 2 dyd 5 0
sx 2 yd2
ey
Differential Equation
11. s2x tan y 1 5d dx 1 sx 2 sec 2 yd dy 5 0
ys 2 d 5 py4
1
sx dx 1 y dyd 5 0
12.
!x 2 1 y 2
ys4d 5 3
2
x
Differential Equation
Initial Condition
y
dx 1 flnsx 2 1d 1 2yg dy 5 0
x21
ys2d 5 4
usx, yd 5 x 2 y
29. s2y 5 1 x 2 yd dx 1 s2xy 4 2 2x 3d dy 5 0
usx, yd 5 x22 y23
30. 2y 3 dx 1 sxy 2 2 x 2d dy 5 0
(a)
1
x2
(b)
1
y2
(c)
1
xy
1
x2 1 y2
(d)
e 3x
Figure for 12
1
sx dx 1 y dyd 5 0
14. 2
x 1 y2
usx, yd 5 xy 2
y dx 2 x dy 5 0.
2
2
31. Show that each of the following is an integrating factor for the
differential equation
Figure for 11
13.
ys0d 5 4
ys0d 5 p
ys3d 5 1
m52
2b 1 a
,
a1b
n52
2a 1 b
.
a1b
y
!x 2 1 y 2
x
!x 2 1 y 2
i2
i2
x
!x 2 1 y 2
y
!x 2 1 y 2
d i 2 2xy j
x2
x
j
y2
j
j
SECTION 15.1
In Exercises 37 and 38, find an equation for the curve with the
specified slope passing through the given point.
Slope
Point
37.
y2x
dy
5
dx 3y 2 x
s2, 1d
38.
22xy
dy
5
dx x 2 1 y 2
s0, 2d
C9 sxd
x dy
marginal cost
5
5
.
average cost
Csxdyx y dx
Exercise 42 to approximate the solution of the differential equation over the indicated interval with the specified value of D x
and the initial condition, (b) solve the differential equation
analytically, and (c) use a graphing utility to graph the particular solution and compare the result with the graph of part (a).
Differential
Equation
1099
20x 2 y
2y 2 10x
Interval
Dx
Initial
Condition
3
43. y9 5 x !
y
f1, 2g
0.01
ys1d 5 1
p
44. y9 5 s y 2 1 1d
4
f21, 1g
0.1
ys21d 5 21
45. y9 5
2xy
x2 1 y2
f2, 4g
0.05
ys2d 5 1
46. y9 5
6x 1 y 2
ys3y 2 2xd
f0, 5g
0.2
ys0d 5 1
yk11 5 yk 1 Fsxk , yk d Dx
where Dx 5 xk11 2 xk.
(a) Write a short paragraph describing the general idea of how
Eulers Method works.
(b) How will decreasing the magnitude of Dx affect the accuracy of Eulers Method?
41. Eulers Method Use Eulers Method (see Exercise 40) to
approximate ys1d for the values of Dx given in the table if
y9 5 x 1 !y and ys0d 5 2. (Note that the number of iterations
increases as Dx decreases.) Sketch a graph of the approximate
solution on the direction field in the figure.
Dx
0.50
0.25
0.10
Estimate of ys1d
The value of ys1d, accurate to three decimal places, is 4.213.
y
5
4
3
2
1
4 3 2 1
x
1
1100
CHAPTER 15
SECTION
15.2
Differential Equations
usxd
Psxd 5
ln usxd 5
u9sxd
usxd
Psxd dx 1 C1
Because you dont need the most general integrating factor, let C 5 1. Multiplying the
original equation y9 1 Psxdy 5 Qsxd by usxd 5 eePsxddx produces
y9eePsxd dx 1 yPsxdeePsxd dx 5 QsxdeePsxd dx
d
yeePsxd dx 5 QsxdeePsxd dx.
dx
The general solution is given by
yeePsxd dx 5
QsxdeePsxd dx dx 1 C.
SECTION 15.2
THEOREM 15.3
1101
QsxdeePsxd dx dx 1 C.
STUDY TIP Rather than memorizing this formula, just remember that multiplication by the
integrating factor eePsxd dx converts the left side of the differential equation into the derivative
of the product yeePsxd dx.
EXAMPLE 1
y9 1 Psxdy 5 Qsxd
2
y9 2
y 5 x.
x
12
Standard form
C=0
x
1
2
Figure 15.5
Integrating factor
2
dx 5 2ln x 2
x
1
2
eePsxd dx 5 e2ln x 5 2.
x
Psxd dx 5 2
C = 1
C = 2
y9 2y 1
2 3 5
x2
x
x
d y
1
5
dx x2
x
y
1
5
dx
x2
x
3 4
y
5 ln x 1 C
x2
y 5 x2sln x 1 Cd.
||
||
General solution
Several solution curves sfor C 5 22, 21, 0, 1, 2, 3, and 4d are shown in Figure 15.5.
1102
CHAPTER 15
Differential Equations
EXAMPLE 2
p
p
< t < .
2
2
Pstd dt 5 2
tan t dt 5 ln cos t
C=2
C=1
C=0
C = 1
C = 2
2
Integrating factor
A quick check shows that cos t is also an integrating factor. Thus, multiplying
y9 2 y tan t 5 1 by cos t produces
d
f y cos tg 5 cos t
dt
y cos t 5
cos t dt
y cos t 5 sin t 1 C
y 5 tan t 1 C sec t.
Figure 15.6
General solution
Bernoulli Equations
A well-known nonlinear equation that reduces to a linear one with an appropriate
substitution is the Bernoulli equation, named after James Bernoulli (16541705).
y9 1 Psxdy 5 Qsxd y n
Bernoulli equation
s1 2 ndQsxdees12ndPsxd dx dx 1 C.
SECTION 15.2
EXAMPLE 3
1103
For this Bernoulli equation, let n 5 23, and use the substitution
Solution
z 5 y4
z9 5 4y 3y9.
Original equation
Multiply both sides by 4y3.
Linear equation: z9 1 Psxdz 5 Qsxd
Psxd dx 5
4x dx 5 2x 2
2
which implies that e2x is an integrating factor. Multiplying the linear equation by this
factor produces
z9 1 4xz 5 4xe2x
2
2
1 4xze2x 5 4xe x
d
2
2
fze2x g 5 4xe x
dx
z9e2x
ze2x 5
2
Linear equation
Exact equation
Write left side as total differential.
2
4xe x dx
ze2x 5 2e x 1 C
2
2
z 5 2e2x 1 Ce22x .
2
General solution
1.
2.
3.
4.
5.
6.
Method
Form of Equation
Separable variables:
Homogeneous:
Exact:
Integrating factor:
Linear:
Bernoulli equation:
Msxd dx 1 Ns yd dy 5 0
Msx, yd dx 1 Nsx, yd dy 5 0, where M and N are nth-degree homogeneous
Msx, yd dx 1 Nsx, yd dy 5 0, where Myy 5 Nyx
usx, ydMsx, yd dx 1 usx, ydNsx, yd dy 5 0 is exact
y9 1 Psxdy 5 Qsxd
y9 1 Psxd y 5 Qsxd yn
1104
CHAPTER 15
Differential Equations
Applications
One type of problem that can be described in terms of a differential equation involves
chemical mixtures, as illustrated in the next example.
EXAMPLE 4
A Mixture Problem
4 gal/min
5 gal/min
A tank contains 50 gallons of a solution composed of 90% water and 10% alcohol.
A second solution containing 50% water and 50% alcohol is added to the tank at
the rate of 4 gallons per minute. As the second solution is being added, the tank
is being drained at the rate of 5 gallons per minute, as shown in Figure 15.7. Assuming
the solution in the tank is stirred constantly, how much alcohol is in the tank after
10 minutes?
Solution
Figure 15.7
Let y be the number of gallons of alcohol in the tank at any time t. You know
that y 5 5 when t 5 0. Because the number of gallons of solution in the tank at any
time is 50 2 t, and the tank loses 5 gallons of solution per minute, it must lose
150 52 t2y
gallons of alcohol per minute. Furthermore, because the tank is gaining 2 gallons of
alcohol per minute, the rate of change of alcohol in the tank is given by
dy
5
522
y
dt
50 2 t
dy
5
1
y 5 2.
dt
50 2 t
Pstd dt 1
5
dt 5 25 ln 50 2 t .
50 2 t
Because t < 50, you can drop the absolute value signs and conclude that
eePstd dt 5 e25 lns502td 5
1
s50 2 td5.
2
1
dt 5
1C
5
s50 2 td
2s50 2 td4
50 2 t
y5
1 Cs50 2 td5.
2
50
1 Cs50d5
2
20
5C
505
50 2 t
50 2 t 5
2 20
.
2
50
50 2 10
50 2 10
2 20
2
50
5 13.45 gal
SECTION 15.2
1105
In most falling-body problems discussed so far in the text, we have neglected air
resistance. The next example includes this factor. In the example, the air resistance on
the falling object is assumed to be proportional to its velocity v. If g is the gravitational constant, the downward force F on a falling object of mass m is given by the
difference mg 2 kv. But by Newtons Second Law of Motion, you know that
F 5 ma 5 msdvydtd, which yields the following differential equation.
m
dv
k
1 v5g
dt
m
dv
5 mg 2 kv
dt
EXAMPLE 5
dv kv
1
5g
dt
m
where g is the gravitational constant and k is the constant of proportionality. Letting
b 5 kym, you can separate variables to obtain
dv 5 sg 2 bvd dt
dv
5
g 2 bv
dt
1
2 ln g 2 bv 5 t 1 C1
b
ln g 2 bv 5 2bt 2 bC1
|
|
|
|
g 2 bv 5 Ce2bt.
Because the object was dropped, v 5 0 when t 5 0; thus g 5 C, and it follows that
2bv 5 2g 1 ge2bt
v5
g 2 ge2bt mg
5
s1 2 e2ktymd.
b
k
NOTE Notice in Example 5 that the velocity approaches a limit of mgyk as a result of the
air resistance. For falling-body problems in which air resistance is neglected, the velocity
increases without bound.
E
S
Figure 15.8
dI
1 RI 5 E.
dt
1106
CHAPTER 15
Differential Equations
EXAMPLE 6
Find the current I as a function of time t (in seconds), given that I satisfies the
differential equation LsdIydtd 1 RI 5 sin 2t, where R and L are nonzero constants.
Solution
dI R
1
1 I 5 sin 2t.
dt
L
L
Let Pstd 5 RyL, so that eePstd dt 5 esRyLdt, and, by Theorem 15.3,
IesRyLdt 5
5
1
L
esRyLdt sin 2t dt
1
esRyLdtsR sin 2t 2 2L cos 2td 1 C.
4L2 1 R2
3 4L
1
esRyLdtsR sin 2t 2 2L cos 2td 1 C
1 R2
1
sR sin 2t 2 2L cos 2td 1 Ce2sRyLdt.
4L2 1 R2
E X E R C I S E S F O R S E C T I O N 15 . 2
True or False? In Exercises 1 and 2, determine whether the
statement is true or false. If it is false, explain why or give an
example that shows it is false.
1. y9 1 x!y 5 x2 is a first-order linear differential equation.
2. y9 1 xy 5 e x y is a first-order linear differential equation.
In Exercises 3 and 4, (a) sketch an approximate solution of the
differential equation satisfying the initial condition by hand on
the direction field, (b) find the particular solution that satisfies
the initial condition, and (c) use a graphing utility to graph the
particular solution. Compare the graph with the hand-drawn
graph of part (a).
12
2
dy
6.
1
y 5 3x 1 1
dx 1 x 2
5.
dy
1
1
y 5 3x 1 4
dx
x
7. y9 2 y 5 cos x
8. y9 1 2xy 5 2x
9. s3y 1 sin 2xd dx 2 dy 5 0
10. s y 2 1dsin x dx 2 dy 5 0
11. sx 2 1dy9 1 y 5 x2 2 1
Differential Equation
Initial Condition
12. y9 1 5y 5 e5x
dy
5 ex 2 y
dx
s0, 1d
4. y9 1 2y 5 sin x
s0, 4d
In Exercises 1318, find the particular solution of the differential equation that satisfies the boundary condition.
3.
Differential Equation
13. y9 cos2 x 1 y 2 1 5 0
4
2
2
4
2
2
Figure for 3
2
2
4
Figure for 4
ys0d 5 5
14. x y9 1 2y 5 e
ys1d 5 e
ys0d 5 1
ys0d 5 4
1
y50
17. y9 1
x
12
ys2d 5 2
ys1d 5 2
1yx 2
Boundary Condition
SECTION 15.2
11x 2y 5 xy
22. y9 1
3
23. y9 2 y 5 x3!
y
11x 2y 5 x!y
1107
N is constant.
Differential Equation
Points
25.
dy 1
2 y 5 x2
dx
x
26.
dy
1 2xy 5 x3
dx
s 0, 72 d, s 0, 2 12 d
27.
dy
1 scot xdy 5 x
dx
dA
5 rA 1 P
dt
28.
dy
1 2xy 5 xy2
dx
dI
L 1 RI 5 E.
dt
Exercise 34.
E0
!R2 1 v2L2
sinsvt 1 fd
`.
1108
CHAPTER 15
Differential Equations
dy
5 ex 2 y
dx
dy
5 22xy
dx
56. y9 5 2x!1 2 y2
57. s3y2 1 4xyd dx 1 s2xy 1 x2d dy 5 0
r2Q
dQ
1
5 q1r1.
dt
v0 1 sr1 2 r2dt
58. sx 1 yd dx 2 x dy 5 0
59. s2y 2 e xd dx 1 x dy 5 0
60. s y2 1 xyd dx 2 x2 dy 5 0
61. sx2 y4 2 1d dx 1 x3 y3 dy 5 0
62. ydx 1 s3x 1 4yd dy 5 0
63. 3ydx 2 sx2 1 3x 1 y2d dy 5 0
64. x dx 1 s y 1 eydsx2 1 1d dy 5 0
Solution
45. y9 2 2x 5 0
(a) y 5 Ce x
46. y9 2 2y 5 0
(b) y 5
2 12
47. y9 2 2xy 5 0
(c) y 5 x2 1 C
48. y9 2 2xy 5 x
(d) y 5 Ce2x
1 Ce x
dy e2x1y
5 x2y
dx
e
50.
dy
x11
5
dx ys y 1 2d
SECTION PROJECT
SECTION 15.3
SECTION
15.3
1109
n21
NOTE
Notice that this use of the term homogeneous differs from that in Section 5.7.
We discuss homogeneous equations in this section, and leave the nonhomogeneous case for the next section.
The functions y1, y2, . . . , yn are linearly independent if the only solution of the
equation
C1 y1 1 C2 y2 1 . . . 1 Cn yn 5 0
is the trivial one, C1 5 C2 5 . . . 5 Cn 5 0. Otherwise, this set of functions is
linearly dependent.
EXAMPLE 1
a. The functions y1sxd 5 sin x and y2 5 x are linearly independent because the only
values of C1 and C2 for which
C1 sin x 1 C2x 5 0
for all x are C1 5 0 and C2 5 0.
b. It can be shown that two functions form a linearly dependent set if and only if one
is a constant multiple of the other. For example, y1sxd 5 x and y2sxd 5 3x are
linearly dependent because
C1x 1 C2s3xd 5 0
has the nonzero solutions C1 5 23 and C2 5 1.
1110
CHAPTER 15
Differential Equations
THEOREM 15.4
fC1 y10 sxd 1 C2 y20 sxdg 1 afC1 y19sxd 1 C2 y29sxdg 1 bfC1 y1sxd 1 C2 y2sxdg 5 0
which means that
y 5 C1 y1 1 C2 y2
is a solution, as desired. The proof that all solutions are of this form is best left to a
full course on differential equations.
Theorem 15.4 states that if you can find two linearly independent solutions, you
can obtain the general solution by forming a linear combination of the two solutions.
To find two linearly independent solutions, note that the nature of the equation
y0 1 ay9 1 by 5 0 suggests that it may have solutions of the form y 5 emx. If so, then
y9 5 memx and y0 5 m2emx. Thus, by substitution, y 5 emx is a solution if and only if
y0 1 ay9 1 by 5 0
1 amemx 1 bemx 5 0
emxsm2 1 am 1 bd 5 0.
m2emx
Characteristic equation
SECTION 15.3
E X P L O R AT I O N
For each differential equation below
find the characteristic equation. Solve
the characteristic equation for m, and
use the values of m to find a general
solution to the differential equation.
Using your results, develop a general
solution to differential equations with
characteristic equations that have
distinct real roots.
(a) y0 2 9y 5 0
(b) y0 2 6y9 1 8y 5 0
EXAMPLE 2
1111
m2 2 4 5 0
Characteristic equation
General solution
The characteristic equation in Example 2 has two distinct real roots. From
algebra, you know that this is only one of three possibilities for quadratic equations.
In general, the quadratic equation m2 1 am 1 b 5 0 has roots
m1 5
2a 1 !a2 2 4b
2
and
m2 5
2a 2 !a2 2 4b
2
THEOREM 15.5
Solutions of y 0 1 ay9 1 by 5 0
The solutions of
y0 1 ay9 1 by 5 0
fall into one of the following three cases, depending on the solutions of the
characteristic equation, m2 1 am 1 b 5 0.
1. Distinct Real Roots If m1 m2 are distinct real roots of the characteristic
equation, then the general solution is
y 5 C1em1x 1 C2em2x.
2. Equal Real Roots If m1 5 m2 are equal real roots of the characteristic
equation, then the general solution is
y 5 C1em1x 1 C2xem1x 5 sC1 1 C2xdem1x.
3. Complex Roots If m1 5 a 1 bi and m2 5 a 2 bi are complex roots of the
characteristic equation, then the general solution is
y 5 C1eax cos bx 1 C2eax sin bx.
1112
CHAPTER 15
Differential Equations
EXAMPLE 3
m2 1 6m 1 12 5 0
has two complex roots, as follows.
26 !36 2 48
2
26 !212
5
2
5 23 !23
5 23 !3i
m5
EXAMPLE 4
m2
has two equal roots given by m 5 22. Thus, the general solution is
y 5 C1e22x 1 C2xe22x.
General solution
Particular solution
SECTION 15.3
1113
m3 2 m 5 0
msm 2 1dsm 1 1d 5 0
m 5 0, 1, 21.
Because the characteristic equation has three distinct roots, the general solution is
y 5 C1 1 C2e2x 1 C3e x.
EXAMPLE 6
General solution
m3 1 3m2 1 3m 1 1 5 0
sm 1 1d3 5 0
m 5 21.
Because the root m 5 21 occurs three times, the general solution is
y 5 C1e2x 1 C2 xe2x 1 C3x2e2x.
EXAMPLE 7
General solution
m4 1 2m2 1 1 5 0
sm2 1 1d2 5 0
m 5 i
Because each of the roots m1 5 a 1 bi 5 0 1 i and m2 5 a 2 bi 5 0 2 i occurs
twice, the general solution is
y 5 C1 cos x 1 C2 sin x 1 C3x cos x 1 C4x sin x.
General solution
1114
CHAPTER 15
Differential Equations
Applications
l = natural
length
y = displacement
m
One of the many applications of linear differential equations is describing the motion
of an oscillating spring. According to Hookes Law, a spring that is stretched (or
compressed) y units from its natural length l tends to restore itself to its natural length
by a force F that is proportional to y. That is, Fs yd 5 2ky, where k is the spring
constant and indicates the stiffness of the given spring.
Suppose a rigid object of mass m is attached to the end of a spring and causes a
displacement, as shown in Figure 15.9. Assume that the mass of the spring is
negligible compared with m. If the object is pulled down and released, the resulting
oscillations are a product of two opposing forcesthe spring force Fsyd 5 2ky and
the weight mg of the object. Under such conditions, you can use a differential
equation to find the position y of the object as a function of time t. According to
Newtons Second Law of Motion, the force acting on the weight is F 5 ma, where
a 5 d 2 yydt2 is the acceleration. Assuming that the motion is undampedthat is,
there are no other external forces acting on the objectit follows that msd 2 yydt2d 5
2ky, and you have
1 2
d2y
k
1
y 5 0.
dt2
m
EXAMPLE 8
Suppose a 4-pound weight stretches a spring 8 inches from its natural length. The
weight is pulled down an additional 6 inches and released with an initial upward
velocity of 8 feet per second. Find a formula for the position of the weight as a
function of time t.
By Hookes Law, 4 5 ks 23 d, so k 5 6. Moreover, because the weight w is
4
given by mg, it follows that m 5 wyg 5 32
5 18 . Hence, the resulting differential
equation for this undamped motion is
Solution
d2y
1 48y 5 0.
dt2
Because the characteristic equation m2 1 48 5 0 has complex roots m 5 0 4!3i,
the general solution is
y 5 C1e0 cos 4!3 t 1 C2e0 sin 4!3 t 5 C1 cos 4!3 t 1 C2 sin 4!3 t.
Using the initial conditions, you have
1
1
5 C1s1d 1 C2s0d
C1 5
2
2
y9std 5 24!3 C1 sin 4!3 t 1 4!3 C2 cos 4!3 t
1
2!3
8 5 24!3
s0d 1 4!3 C2s1d
C2 5
.
2
3
12
1
2!3
cos 4!3 t 1
sin 4!3 t.
2
3
y s0d 5 12
y9s0d 5 8
SECTION 15.3
1115
d2y
dy
5 2ky 2 p
dt2
dt
1 2
d2y
p dy
k
1
1 y 5 0.
dt2
m dt
m
E X E R C I S E S F O R S E C T I O N 15 . 3
In Exercises 14, verify the solution of the differential equation.
Solution
Differential Equation
1. y 5 sC1 1 C2xde23x
y0 1 6y9 1 9y 5 0
2. y 5 C1e2x 1 C2e22x
y0 2 4y 5 0
3. y 5 C1 cos 2x 1 C2 sin 2x
y0 1 4y 5 0
4. y 5 e2x sin 3x
y0 1 2y9 1 10y 5 0
6. y0 1 2y9 5 0
7. y0 2 y9 2 6y 5 0
8. y0 1 6y9 1 5y 5 0
9. 2y0 1 3y9 2 2y 5 0
34. y0 1 2y9 1 3y 5 0
ys0d 5 1, y9s0d 5 24
ys0d 5 2, y9s0d 5 1
11. y0 1 6y9 1 9y 5 0
15. y0 1 y 5 0
16. y0 1 4y 5 0
17. y0 2 9y 5 0
18. y0 2 2y 5 0
19. y0 2 2y9 1 4y 5 0
21. y0 2 3y9 1 y 5 0
26. ys4d 2 y0 5 0
37. y0 5 y9
25.
ys4d
2y50
36. y0 1 2y9 1 3y 5 0
35. y0 1 16y 5 0
ys0d 5 0, y9s0d 5 2
ys0d 5 2, y9s0d 5 1
38. y0 5 2 12 y9
28. y999 2 y0 2 y9 1 y 5 0
3 2 1
3 2
x
1
1116
CHAPTER 15
Differential Equations
1
2
43. The weight is pulled 12 foot below the equilibrium position and
released. The motion takes place in a medium that furnishes a
1
damping force of magnitude 8 speed at all times.
1
||
(b)
x
1
y0 1 ay9 1 by 5 0
has complex roots given by m1 5 a 1 bi and m2 5 a 2 bi,
show that
y 5 C1ea x cos bx 1 C2eax sin b x
is a solution.
y
3
| |
f
f9
g
.
g9
56. y1 5 eax
y2 5 ebx, a b
(c)
(d)
y
3
y
3
46. y0 1 25y 5 0
48. y0 1 y9 1
37
4
y50
cos bx, b 0
y2 5 x2
x 2 y0 1 axy9 1 by 5 0,
x > 0
y2 5
58. y1 5 x
45. y0 1 9y 5 0
sin bx
eax
y2 5 xeax
x
2
57. y1 5
eax
(a) Show that this equation can be transformed into a secondorder linear equation with constant coefficients by using the
substitution x 5 et.
(b) Solve x 2 y0 1 6xy9 1 6y 5 0.
60. Solve
y0 1 Ay 5 0
where A is constant, subject to the conditions ys0d 5 0 and
yspd 5 0.
SECTION 15.4
SECTION
15.4
1117
Nonhomogeneous Equations
In the preceding section, we represented damped oscillations of a spring by the homogeneous second-order linear equation
1 2
d 2y
p dy
k
1
1 y 5 0.
dt 2
m dt
m
Free motion
This type of oscillation is called free because it is determined solely by the spring and
gravity and is free of the action of other external forces. If such a system is also
subject to an external periodic force such as a sin bt, caused by vibrations at the opposite end of the spring, the motion is called forced, and it is characterized by the
nonhomogeneous equation
SOPHIE GERMAIN (17761831)
1 2
d 2y
p dy
k
1
1 y 5 a sin bt.
dt 2
m dt
m
Forced motion
In this section, you will study two methods for finding the general solution of a
nonhomogeneous linear differential equation. In both methods, the first step is to find
the general solution of the corresponding homogeneous equation.
y 5 yh
Having done this, you try to find a particular solution of the nonhomogeneous
equation.
y 5 yp
By combining these two results, you can conclude that the general solution of the
nonhomogeneous equation is y 5 yh 1 yp, as stated in the following theorem.
THEOREM 15.6
Let
y0 1 ay9 1 by 5 Fsxd
be a second-order nonhomogeneous linear differential equation. If yp is a particular solution of this equation and yh is the general solution of the corresponding
homogeneous equation, then
y 5 yh 1 yp
is the general solution of the nonhomogeneous equation.
1118
CHAPTER 15
Differential Equations
2 2m 2 3 5 0
sm 1 1dsm 2 3d 5 0
m 5 21 or
m2
Thus, yh 5 C1
e2x
1 C2
e3x.
m53
yp 5 A cos x 1 B sin x
yp9 5 2 A sin x 1 B cos x
yp0 5 2 A cos x 2 B sin x
Substitution into the original differential equation yields
y0 2 2y9 2 3y 5 2 sin x
2A cos x 2 B sin x 1 2A sin x 2 2B cos x 2 3A cos x 2 3B sin x 5 2 sin x
s24A 2 2Bdcos x 1 s2A 2 4Bdsin x 5 2 sin x.
By equating coefficients of like terms, you obtain
24A 2 2B 5 0 and
with solutions A 5
yp 5
1
5
2A 2 4B 5 2
and B 5 2 25 . Therefore,
1
2
cos x 2 sin x
5
5
1
2
cos x 2 sin x.
5
5
SECTION 15.4
1119
Thus,
yh 5 C1 1 C2e 2x.
Because Fsxd 5 x 1 2ex, your first choice for yp would be sA 1 Bxd 1 Cex. However,
because yh already contains a constant term C1, you should multiply the polynomial
part by x and use
yp 5 Ax 1 Bx 2 1 Cex
yp9 5 A 1 2Bx 1 Ce x
yp0 5 2B 1 Cex.
Substitution into the differential equation produces
y0 2 2y9 5 x 1 2ex
s2B 1 Cexd 2 2sA 1 2Bx 1 Cexd 5 x 1 2ex
s2B 2 2Ad 2 4Bx 2 Cex 5 x 1 2ex.
Equating coefficients of like terms yields the system
2B 2 2A 5 0,
24B 5 1,
with solutions A 5 B 5
2 14
2C 5 2
1
1
yp 5 2 x 2 x 2 2 2ex
4
4
and the general solution is
y 5 yh 1 yp
5 C1 1 C2e 2x 2
1
1
x 2 x 2 2 2e x.
4
4
1120
CHAPTER 15
Differential Equations
sA 1 Bxd 1 Cex
for yp overlapped by a constant term with yh 5 C1 1 C2e2x, and it was necessary to
multiply the polynomial part by a power of x that removed the overlap. The next
example further illustrates some choices for yp that eliminate overlap with yh.
Remember that in all cases the first guess for yp should match the types of functions
occurring in Fsxd.
EXAMPLE 3
a. y0 5 x 2
b. y0 1 2y9 1 10y 5 4 sin 3x
c. y0 2 4y9 1 4 5 e 2x
yh
C1 1 C2x
C1e2x cos 3x 1 C2e2x sin 3x
C1e 2x 1 C2 xe 2x
Solution
EXAMPLE 4
From Example 6 in the preceding section, you know that the homogeneous
solution is
yh 5 C1e2x 1 C2 xe2x 1 C3 x 2e2x.
Because Fsxd 5 x, let yp 5 A 1 Bx and obtain yp9 5 B and yp0 5 0. Thus, by substitution, you have
SECTION 15.4
1121
Variation of Parameters
The method of undetermined coefficients works well if Fsxd is made up of polynomials or functions whose successive derivatives have a cyclic pattern. For functions such
as 1yx and tan x, which do not have such characteristics, it is better to use a more
general method called variation of parameters. In this method, you assume that yp
has the same form as yh, except that the constants in yh are replaced by variables.
Variation of Parameters
To find the general solution to the equation y0 1 ay9 1 by 5 Fsxd, use the
following steps.
1. Find yh 5 C1y1 1 C2y2.
2. Replace the constants by variables to form yp 5 u1y1 1 u2 y2.
3. Solve the following system for u19 and u29.
u19 y1 1 u 29 y2 5 0
u19 y19 1 u 29 y29 5 Fsxd
4. Integrate to find u1 and u2. The general solution is y 5 yh 1 yp.
EXAMPLE 5
Variation of Parameters
ex
,
2x
x > 0.
1
x
dx 5 2
2
2
and
u2 5
1
2
1
1
dx 5 ln x 5 ln !x.
x
2
1 x
xe 1 xe x ln !x.
2
1122
CHAPTER 15
Differential Equations
EXAMPLE 6
Variation of Parameters
Solution
yh 5 C1 cos x 1 C2 sin x.
Replacing C1 and C2 by u1 and u2 produces
yp 5 u1 cos x 1 u2 sin x.
The resulting system of equations is
u19 cos x 1 u29 sin x 5 0
2u19 sin x 1 u29 cos x 5 tan x.
Multiplying the first equation by sin x and the second by cos x produces
u19 sin x cos x 1 u29 sin2x 5 0
2u19 sin x cos x 1 u29 cos2x 5 sin x.
Adding these two equations produces u29 5 sin x, which implies that
sin2 x
cos x
cos2 x 2 1
5
cos x
5 cos x 2 sec x.
u19 5 2
Integration yields
u1 5
scos x 2 sec xd dx
sin x dx
5 2cos x
so that
SECTION 15.4
1123
E X E R C I S E S F O R S E C T I O N 15 . 4
In Exercises 14, verify the solution of the differential equation.
Solution
1. y 5 2s
e2x
2. y 5 s 2 1
Differential Equation
2 cos xd
y0 1 y 5 10e2x
1
2x
y0 1 y 5 cos x
dsin x
y0 1 y 5 tan x
6. y0 2 2y9 2 3y 5 x 2 2 1
7. y0 1 y 5 x3
8. y0 1 4y 5 4
ys0d 5 1, y9s0d 5 6
10. y0 2 9y 5 5e3x
25. y0 1 4y 5 csc 2x
27. y0 2 2y9 1 y 5 ex ln x
28. y0 2 4y9 1 4y 5
e2x
x
5. y0 2 3y9 1 2y 5 2x
ys0d 5 1, y9s0d 5 0
23. y0 1 y 5 sec x
y0 1 y 5 csc x cot x
9. y0 1 2y9 5 2ex
14. y0 1 y9 2 2y 5 3 cos 2x
ys0d 5 21, y9s0d 5 2
15. y0 1 9y 5 sin 3x
16. y0 1 4y9 1 5y 5 sin x 1 cos x
_+
_ +
_+
d 2q
R dq
1
1
1
1
q5
Extc
dt2
L dt
LC
L
where R is the resistance (in ohms), C is the capacitance (in
farads), L is the inductance (in henrys), Estd is the electromotive
force (in volts), and q is the charge on the capacitor (in
coulombs). Find the charge q as a function of time for the
electrical circuit described. Assume that qx0c 5 0 and q9x0c 5 0.
29. R 5 20, C 5 0.02, L 5 2
Estd 5 12 sin 5t
30. R 5 20, C 5 0.02, L 5 1
Estd 5 10 sin 5t
18. y999 2 y0 5 4x 2
1
3
20. y9 1 2y 5 sin x
y
1p2 2 5 52
w
w
y0 xtc 1 by9xtc 1 kyxtc 5 Fxtc
g
g
for the oscillating motion of an object on the end of a spring. Use
a graphing utility to graph the solution. In the equation, y is the
displacement from equilibrium (positive direction is downward) measured in feet, and t is time in seconds (see figure). The
constant w is the weight of the object, g is the acceleration due
to gravity, b is the magnitude of the resistance to the motion, k
is the spring constant from Hookes Law, and Fxtc is the acceleration imposed on the system.
31.
1 48y 5 24
32 s48 sin 4td
ys0d 5 14 , y9s0d 5 0
32.
2
32 y0
2
1 4y 5 32
s4 sin 8td
ys0d 5 14 , y9s0d 5 0
33.
2
32 y0
2
1 y9 1 4y 5 32
s4 sin 8td
ys0d 5 14 , y9s0d 5 23
24
32 y0
34.
4
32 y0
1 12 y9 1 25
2 y 5 0
ys0d 5 12 , y9s0d 5 24
l = natural
length
y = displacement
m
Spring displacement
1124
CHAPTER 15
Differential Equations
x 2y0 2 xy9 1 y 5 4x ln x
1
ys0d 5 , y9s0d 5 24
2
b=0
b=
1
2
b=1
Generated by Maple
SECTION 15.5
SECTION
15.5
1125
Solution
y9 2 2y 5 0
`
nan xn21 2 2
n51
oax
n
50
n50
o na x
n
n21
n51
o sn 1 1da
o 2a x
n
n50
n
n11x
n50
o 2a x
n
n50
Now, by equating coefficients of like terms, you obtain the recursion formula
sn 1 1dan11 5 2an, which implies that
an11 5
2an
,
n11
n 0.
a1
a0
2a0
a2
22a0
2
a3
23a0
3!
a4
24a0
4!
a5
25a0
5!
. . .
. . .
Using these values as the coefficients for the solution series, you have
y5
` s2xdn
2na0 n
x 5 a0
5 a0e 2x.
n50 n!
n50 n!
`
1126
CHAPTER 15
Differential Equations
Assume that
oa x
n
n50
y9 5
o na x
n
n21
o na x ,
xy9 5
n51
y0 5
n51
o nsn 2 1da x
n
n22
n52
Substituting for y0, xy9, and y in the given differential equation, you obtain the following series.
`
o nsn 2 1da x
n
n22
n52
o na x
n
n50
oax
n
50
n50
o nsn 2 1da x
n
n22
52
n52
o sn 1 1da x
n
n50
sn 1 2dsn 1 1dan12 xn 5 2
n50
o sn 1 1da x .
n
n50
a
sn 1 1d
an 5 2 n ,
sn 1 2dsn 1 1d
n12
n 0,
a1
3
a
a
a5 5 2 3 5 1
5
3?5
a
a1
a7 5 2 5 5 2
7
3?5?7
a2 5 2
a2k 5
a3 5 2
s21d 0
s21d 0
5 k
2 ? 4 ? 6 . . . s2kd
2 sk!d
ka
ka
a2k11 5
s21dk a1
3 ? 5 ? 7 . . . s2k 1 1d
Thus, you can represent the general solution as the sum of two seriesone for the
even-powered terms with coefficients in terms of a0 and one for the odd-powered
terms with coefficients in terms of a1.
y 5 a0 1 2
5 a0
x2
x4
x3
x5
1
2 . . . 1 a1 x 2 1
2. . .
2
2?4
3
3?5
`
s21dkx 2k
s21dkx 2k11
1 a1
k
. . . s2k 1 1d
k50 2 sk!d
k50 3 ? 5 ? 7
`
The solution has two arbitrary constants, a0 and a1, as you would expect in the
general solution of a second-order differential equation.
SECTION 15.5
1127
y 5 ys0d 1 y9s0dx 1
x
0.0
1.0000
0.1
1.1057
0.2
1.2264
0.3
1.3691
0.4
1.5432
0.5
1.7620
0.6
2.0424
0.7
2.4062
0.8
2.8805
0.9
3.4985
1.0
4.3000
y0 s0d 2 y999s0d 3 . . .
x 1
x 1
.
2!
3!
y2 2 x
2yy9 2 1
2yy0 1 2s y9d2
2yy999 1 6y9y0
2yys4d 1 8y9y999 1 6s y0 d2
ys0d 5
y9s0d 5
y0 s0d 5
y999s0d 5
ys4ds0d 5
ys5ds0d 5
1
1
22151
21254
8 1 6 5 14
28 1 32 1 6 5 66
Therefore, you can approximate the values of the solution from the series
y0 s0d 2 y999s0d 3 ys4ds0d 4 ys5ds0d 5 . . .
x 1
x 1
x 1
x 1
2!
3!
4!
5!
1
4
14 4 66 5 . . .
5 1 1 x 1 x 2 1 x3 1
x 1
x 1
.
2
3!
4!
5!
y 5 ys0d 1 y9s0dx 1
Using the first six terms of this series, you can compute values for y in the interval
0 x 1, as shown in the table at the left.
E X E R C I S E S F O R S E C T I O N 15 . 5
In Exercises 16, verify that the power series solution of the
differential equation is equivalent to the solution found using
the techniques in Sections 5.7 and 15.115.4.
In Exercises 11 and 12, find the first three terms of each of the
power series representing independent solutions of the differential equation.
1. y9 2 y 5 0
2. y9 2 ky 5 0
11. sx 2 1 4dy0 1 y 5 0
3. y0 2 9y 5 0
4. y0 2 k 2y 5 0
5. y0 1 4y 5 0
6. y0 1 k 2y 5 0
8. y9 2 2xy 5 0
10. y0 2 xy9 2 y 5 0
12. y0 1 x 2y 5 0
1128
CHAPTER 15
Differential Equations
3
2
19.
xn
5 ex, s2 `, `d
n50 n!
Differential equation: y9 2 y 5 0
x
1 2
20.
16. Consider the differential equation y0 2 xy9 5 0 with the initial
conditions
and
ys0d 5 0
y9s0d 5 2. (See Exercise 9.)
Differential equation: y0 1 y 5 0
21.
s21dnx 2n11
5 arctan x, s21, 1d
2n 1 1
n50
`
s21dnx2n
5 cos x, s2 `, `d
s2nd!
n50
`
22.
s2nd!x2n11
n50
R E V I E W E X E R C I S E S F O R C H A P T E R 15
In Exercises 14, classify the differential equation according to
type and order.
1.
2u
2u
5 c2 2
2
t
x
2. yy0 5 x 1 1
4. s y0 d2 1 4y9 5 0
3. y0 1 3y9 2 10 5 0
6.
dy
5 !1 2 y 2
dx
y
2
5.
dy y
5
dx x
y
3
2
1
4 3 2 1
2
3
4
x
1
REVIEW EXERCISES
Solution
7. y9 2 4 5 0
8. y9 2 4y 5 0
(b) y 5 4x 1 C
9. y0 2 4y 5 0
10. y0 1 4y 5 0
(d) y 5 Ce4x
dy
1 xy 5 2y
12.
dx
2y y9
5
13. y9 2
x
x
dy
3
2 3x2y 5 ex
14.
dx
15.
dy y x
2 5
dx x y
16.
dy 3y
1
2 25 2
dx
x
x
23. sx 2 y 2 5d dx 2 sx 1 3y 2 2d dy 5 0
24. y9 5 2x!1 2 y 2
25. x 1 yy9 5 !x 2 1 y 2
26. xy9 1 y 5 sin x
1129
37. s1 1 yd ln s1 1 yd dx 1 dy 5 0
ys0d 5 2
38. s2x 1 y 2 3d dx 1 sx 2 3y 1 1d dy 5 0
ys2d 5 0
39. y9 5 x 2y 2 2 9x 2
ys0d 5
3s1 1 ed
12e
40. 2xy9 2 y 5 x3 2 x
ys4d 5 2
In Exercises 41 and 42, find the orthogonal trajectories of the
given family and sketch several members of each family.
41. sx 2 Cd2 1 y 2 5 C 2
42. y 2 2x 5 C
43. Snow Removal Assume that the rate of change in the
number of miles s of road cleared per hour by a snowplow is
inversely proportional to the height h of snow.
(a) Write and solve the differential equation to find s as a function of h.
(b) Find the particular solution if s 5 25 miles when
h 5 2 inches and s 5 12 miles when h 5 10 inches
s2 h 15d.
44. Growth Rate Let x and y be the sizes of two internal organs
of a particular mammal at time t. Empirical data indicate that
the relative growth rates of these two organs are equal, and
hence we have
27. yy9 1 y 2 5 1 1 x 2
1 dx 1 dy
5
.
x dt
y dt
29. s1 1 x 2d dy 5 s1 1 y 2d dx
30. x3yy9 5 x4 1 3x 2y 2 1 y4
31. xy9 2 ay 5 bx4
32. y9 5 y 1 2xs y 2 ex d
In Exercises 3340, find the particular solution of the differential equation that satisfies the boundary condition.
33. y9 2 2y 5 ex
ys0d 5 4
2y
5 2x9y5
34. y9 1
x
ys1d 5 2
35. xdy 5 sx 1 y 1 2d dx
ys1d 5 10
36. yexydx 1 xexy dy 5 0
ys22d 5 25
1130
CHAPTER 15
Differential Equations
In Exercises 6164, find the particular solution of the differential equation that satisfies the initial conditions.
Differential Equation
Initial Conditions
61. y0 2 y9 2 6y 5 54
ys0d 5 2, y9s0d 5 0
62. y0 1 25y 5 ex
ys0d 5 0, y9s0d 5 0
63. y0 1 4y 5 cos x
ys0d 5 6, y9s0d 5 26
dA
5 rA 2 P
dt
64. y0 1 3y9 5 6x
ys0d 5 2, y9s0d 5 10
3
65. The weight is pulled 12 foot below the equilibrium position and
released.
(a) P 5 $40,000
67. Investigation
(b) P 5 $50,000
(c) P 5 $60,000
50. Investment Use the result of Exercise 48 to find the time
necessary to deplete a fund earning 14% interest compounded
continuously if A0 5 $1,000,000 and P 5 $200,000.
In Exercises 5154, find the particular solution of the differential equation that satisfies the initial conditions. Use a graphing
utility to graph the solution.
Differential Equation
66. The weight is pulled 12 foot below the equilibrium position and
released. The motion takes place in a medium that furnishes a
damping force of magnitude 18 speed at all times.
Initial Conditions
51. y0 2 y9 2 2y 5 0
ys0d 5 0, y9s0d 5 3
52. y0 1 4y9 1 5y 5 0
ys0d 5 2, y9s0d 5 27
53. y0 1 2y9 2 3y 5 0
ys0d 5 2, y9s0d 5 0
54. y0 1 2y9 1 5y 5 0
ys1d 5 4, ys2d 5 0
8
8
y0 1 by9 1 ky 5
Fstd,
32
32
1
ys0d 5 ,
2
y9s0d 5 0
55. y0 1 y 5 x3 1 x
56. y0 1 2y 5 e 2x 1 x
57. y0 1 y 5 2 cos x
58. y0 1 5y9 1 4y 5 x 2 1 sin 2x
59. y0 2 2y9 1 y 5
2xex
60. y0 1 2y9 1 y 5
1
x 2ex
y0 1 4y9 1 6y 5 30
by observation.
In Exercises 69 and 70, find the series solution of the differential equation.
69. sx 2 4dy9 1 y 5 0
70. y0 1 3xy9 2 3y 5 0