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In Problems 45-50 use a technique of integration or a substitution to find an explicit solution of the given differential equation or initial-value problem.

(x+x)dydx=y+y

Short Answer

Expert verified

The explicit solution is y=1c2ex33.

Step by step solution

01

Definition

A first-order differential equation of the form dydx=g(x)h(y)is said to be separable or to have separable variables.

02

Separate variable

Consider the differential equationdydx=y23y

Separate variables by cross multiplyingdyy23y=dx

Integrating we have:

1y23ydy=dx

03

Substitution

Consider the integral,

1y23ydy=1y23(1y13)dy=y23(1y13)d

We will use u-substitution to solve the integral.

Letu=1y13

Thendu=13y23dy

Note that

3du=313y23dx=y23dx

04

Integrating

So using the-substitution the integral becomes

y21y3=1y(3)du=31ydy=3ln|u|+e

We substitute uto get the equation back in terms of x.

y23(1y13)dy=3ln|1y13|+c

Using this result we can solve equation (1).

3ln|1y13|=x+c

05

Find explicit solution

We solve for yin order to get the explicit solution.

role="math" localid="1667831091473" 3ln|1y13|=x+cln|1y13|=x3+c1eln|1y13|=ex3+c11y13=c2ex3y13=1c2ex3y=1c2ex33

Therefore, the explicit solution is y=1c2ex33.

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Most popular questions from this chapter

Question: Suspension Bridge In (16) of Sectionwe saw that a mathematical model for the shape of a flexible cable strung between two vertical supports isdydx=WT1

wheredenotes the portion of the total vertical load between the pointsandshown in Figure 1.3.7. The DE (10) is separable under the following conditions that describe a suspension bridge. Let us assume that the- andaxes are as shown in Figure-that is, the-axis runs along the horizontal roadbed, and the-axis passes through, which is the lowest point on one cable over the span of the bridge, coinciding with the interval [-L/2,L/2]. In the case of a suspension bridge, the usual assumption is that the vertical load in (10) is only a uniform roadbed distributed along the horizontal axis. In other words, it is assumed that the weight of all cables is negligible in comparison to the weight of the roadbed and that the weight per unit length of the roadbed (say, pounds per horizontal foot) is a constant. Use this information to set up and solve an appropriate initial-value problem from which the shape (a curve with equation)y=ϕ(x)of each of the two cables in a suspension bridge is determined. Express your solution of the IVP in terms of the sagand span. See Figure 2.2.5.

In problems 23–28 Find an explicit solution to the given initial-value problem.

x2dydx= y - xy , y ( - 1) = - 1

Each DE in Problems1-14is homogeneous. In Problems1-10solve the given differential equation by using an appropriate substitution.xdydx=y+X2+y2,x>0

Each DE in Problems 1-14is homogeneous. In Problems 1-10solve the given differential equation by using an appropriate substitution.

xdx+(y-2x)dy=0

Graphs of some members of a family of solutions for a first-order differential equation dydx=f(x,y)are shown in Figure. The graphs of two implicit solutions, one that passes through the point (1, 21) and one that passes through (21, 3), are shown in blue. Reproduce the figure on a piece of paper. With coloured pencils trace out the solution curves for the solutions y=y1(x)and y=y2(x)dfined by the implicit solutions such that y1(1)=-1and y2(-1)=3respectively. Estimate the intervals on which the solutions y=y1(x)and y=y2(x)are defined.

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