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22M:034 Engineer Math IV: Differential Equations Midterm Exam 1 – October 2, 2013 Name Section number 1. [20 pts] Find an integrating factor and solve the equation y 0 − 3y = e2t . Then solve the initial value problem y 0 − 3y = e2t , y(0) = 3. Solution: We can use the integrating factor µ(t) = e−3t to convert the original equation into e−3t y 0 − 3e−3t y = e−3t e2t or (e−3t y)0 = e−t . Then, by integrating both sides of this equation and solving for y we obtain the general solution of y 0 − 3y = e2t , namely y = Ce3t − e2t where C is an arbitrary constant. To satisfy the condition y(0) = 3, we must choose C = 4. Thus the unique solution of the initial value problem is y = 4e3t − e2t . 2. [20 pts] Solve the initial value problem dy 2x = , y(2) = 0 dx 2y + 1 and determine the interval in which the solution exists. Solution: The differential equation can be written as (2y + 1)dy = 2xdx. Integrating the left side with respect to y and the right side with respect to x gives y 2 + y = x2 + C, where C is an arbitrary constant. To satisfy y(2) = 0 we must have y(2)2 + y(2) = 22 + C, C = −4. Hence the solution of the initial value problem is given implicitly by y 2 + y = x2 − 4. To obtain the solution explicitly, we solve the above equation for y in terms of x and we obtain 1 1√ 2 4x − 15 − . y=± 2 2 This gives two solutions of the original differential equation, only one of which, however, satisfies the given initial condition. This is the solution corresponding to the plus sign; thus we obtain 1 √ y = ( 4x2 − 15 − 1) 2 as the solution of the initial value problem. Finally, to determine the interval in which this solution is valid, we must find the interval containing 2 in which the quantity √under the radical is positive. We find that the desired interval is x > 215 . 3. [20 pts] At time t = 0 a tank contains Q0 lb of salt dissolved in 100 gal of water. Assume that water containing 41 lb of salt per gallon is entering the tank at a rate of 3 gal/min, and that the well-stirred solution is leaving the tank at the same rate. Find an expression for the amount of salt Q(t) in the tank at any time t. Solution: Rate of change Rate at which Rate at which of amount of salt salt is flowing in salt is flowing out in tank in dQ dt lb min lb min in = lb min 1 ×3 4 lb gal × in − gal min lb min Q(t) ×3 100 lb gal × gal min The problem yields a separable first-order linear differential equation with initial condition 3 3 Q(t), Q(0) = Q0 . Q0 (t) = − 4 100 The general solution of the differential equation is −3t Q(t) = Ce 100 + 25, where C is an arbitrary constant. To satisfy the initial condition, we must choose C = Q0 − 25. Thus the unique solution of the initial value problem, −3t Q(t) = (Q0 − 25)e 100 + 25, gives the expression for the amount of salt Q(t) in the tank at any time t. 4. [20 pts] Solve the differential equation (3x2 y + y 2 )dx + (x3 + 2xy + ey )dy = 0. Solution: Let M (x, y) = 3x2 y + y 2 and N (x, y) = x3 + 2xy + ey . Then ∂M ∂N = 3x2 + 2y and = 3x2 + 2y, ∂y ∂x and since these are equal, the equation is exact. Thus there is a potential function ψ = ψ(x, y) such that ∂ψ (x, y) = 3x2 y + y 2 ∂x ∂ψ (x, y) = x3 + 2xy + ey . ∂y Our goal is to solve this system of equations for the function ψ(x, y). The first of these equations can be integrated with respect to x (holding y constant) to find ψ(x, y) = x3 y + xy 2 + h(y), where the function h is an arbitrary differentiable function of y, playing the role of an arbitrary constant. By differentiating the above equation with respect to y and comparing the result with the second equation in the system, we obtain x3 + 2xy + h0 (y) = x3 + 2xy + ey , h0 (y) = ey , and as a solution of the above separable equation we can take h(y) = ey (we do not require the most general one). Finally, solutions of the original differential equation, (3x2 y + y 2 )dx + (x3 + 2xy + ey )dy = 0, are given implicitly by ψ(x, y) = C or where C is an arbitrary constant. x3 y + xy 2 + ey = C, 5. [20 pts] Solve the equation dy = y(2 − y). dx Also find the equilibrium solutions, classify each one as asymptotically stable or unstable, and sketch the equilibrium solutions and several other solutions in the xy-plane. Solution: To solve the equation, and we obtain: Z dy dy y(2 − y) Z 1 1 ( 2 + 2 )dy y 2−y Z Z dy 1 dy 1 + 2 y 2 2−y 1 1 ln |y| − ln |2 − y| 2 2 ln |y| − ln |2 − y| y | ln | 2−y y eln | 2−y | y | | 2−y y 2−y y y 2x y + Cye y(1 + Ce2x ) we integrate both sides of dy y(2−y) = dx Z = dx = x + C1 = x + C1 = x + C1 = 2x + 2C1 = 2x + C2 = e2x+C2 = e2x eC2 = Ce2x (C2 = 2C1 ) (eC2 > 0) (C ∈ R) Ce2x (2 − y) 2Ce2x − Cye2x 2Ce2x 2Ce2x 2Ce2x y = . 1 + Ce2x = = = = Thus, the solutions are given by 2e2x y(x) = . (c = C1 ) 2x c+e There are two equilibrium solutions to this equation y=0 unstable, y=2 stable. We sketch the equilibrium solutions and several other solutions on the next page.