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tank having a capacity of 1000 liters, initially contains 400 liters of sugar water having a concen-

tration of 0.2 Kg of sugar for each liter of water. At time zero, sugar water with a concentration of

50 gm of sugar per liter begins pumped into the tank at a rate of 2 liter per minute. Simultaneously,

a drain is opened at the bottom of the tank so that the volume of the sugar-water solution in the

tank reduces 1 liter per minute. Determine the following:



(1+yz)dx + z(z-x)dy - ( 1 + xy ) dz = 0 verify that the pfaffian differential equation are intergrable and find corresponding integral


(1-x^2)d^2y/dx^2 -2x dy/dx+n(n+1)y=0


find the characteristics of the equation pq=xy and determine the integral surface which passes through curve z=x, y=0
Write a program to solve the Cauchy-Euler differential equation
Solve the differential equation and find solution
(D2-3DD'+2D'2)=e^2x-y+ex+y

A tank having a capacity of 1000 liters, initially contains 400 liters of sugar water having a concen-


tration of 0.2 Kg of sugar for each liter of water. At time zero, sugar water with a concentration of


50 gm of sugar per liter begins pumped into the tank at a rate of 2 liter per minute. Simultaneously,


a drain is opened at the bottom of the tank so that the volume of the sugar-water solution in the


tank reduces 1 liter per minute. Determine the following:


(8x-x^2y)dy+(x-xy^2)dx=0solve
Solve the Initial Value problem
y"− 4y′ + 3y = 0,y( 0 )= 7,y′ (0) = 11

y(t) = c1 sin t + c2 cost