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(a) Without solving, explain why the initial-value problem

dydx=y,y(x0)=y0

has no solution for y0<0.

(b) Solve the initial-value problem in part (a)y0>0 for and find the largest interval on which the solution is defined.

Short Answer

Expert verified

(a) The initial-value problemdydx=y has no solution fory0<0 becausey is not a real number.

(b) The interval on which the solution is defined is (x02y0,).

Step by step solution

01

Note the given data

(a)

Given the initial value problemdydx=yand y0<0.

Since given y0<0,yis not a real number.

02

Calculation part and finding the required interval

(b)

We solve given IVP by using separable method as:

dyy=dxy12dy=dx2y=x+c

where c is the constant of integration

Now applying the given conditiony(x0)=y0as follows:

2y0=x0+cc=2y0x0

Substitute c=2y0x0into 2y=x+cas:

2y=x+2y0x0y=12(x+2y0x0)y=14(x+2y0x0)2

Differentiating y=14(x+2y0x0)2on both sides with respect to x as:

dydx=12(x+2y0x0)

Since,y>0,dydx>0 .

Therefore, the interval on which the solution is defined is(x02y0,) .

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Most popular questions from this chapter

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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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) Identify the nullclines (see Problem 17) in Problems 1,3,and 4. With a colored pencil, circle any lineal elements in Figures 2.1.12, 2.1.14, and 2.1.15 that you think maybe a lineal element at a point on a nullcline.

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