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Solve the given differential equation by using appropriate Substitution;

dydx=3x+2y3x+2y+2,y-1=-1

Short Answer

Expert verified

We will solve the given differential equation by substituting.

Step by step solution

01

Step 1:

Often the first step in solving the differential equation consists of transforming it into another differential equation by means of a substantial.

For example: Suppose we wish to transform the first order differential equation dy/dx=f(x,y) by the substitution y=g(x,u), where u is regarded as a function of the variable x.

02

Step 2:

Use the following substitution ;

u=3x+2ydy/dx=1/2du/dx-31/2du/dx-3=u/u+2du/dx=2u/u+2+3=5u+6/u+2u+2/5+6du/dx=dx

Integrate :

1/5+4/55u+6du/dx=dxu/5+4/251n5u+6=x+C05u+41n5u+6=25x+C153x+2y+41n53x+2y+6-25x=C110y-x+41n15x+10y+6=C15y-x+21n15x+10y+6=C

03

Step 3:

Now we can use initial condition to find C. Did you perhaps forget to use find C.

C=5-1+1+21n-15-10+6=21n195y-x+21n15x+10y+6=21n19

Hence the final answer is5y-x+21n15x+10y+6=21n19

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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.

(a) Consider the direction field of the differential equation but do not use technology to obtain it. Describe the slopes of the linear elements on the lines x=0, y= 3,y =4 and y = 5.

(b) Consider the IVP, y(0)= y0, where y0< 4. Can a solutionsuch as? Based on the information in part (a), discuss.

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

dydt= 1 - 2y,y(0) =52

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

ydx = 2(x + y)dy

In Problems 5–12 use computer software to obtain a direction field for the given differential equation. By hand, sketch an approximate solution curve passing through each of the given points.

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