CONTINUOUS ASSESSMENT correction Exercise 1 Part I: Let E be the vector field defined by E ( y 3 6 xy 2 ,3xy 2 6 x 2 y ) 1) Show that this field derives from a scalar potential E E E E E E rot E Z y i Z x j y x k z x z x y y Ex y 3 6 xy 2 , E y 3xy 2 6 x 2 y , E z 0 E y x 3 y 2 12 xy , Ex 3 y 2 12 xy y rot E 0 . Hence, the vector field E derive from a scalar potential 2) Determine this scalar potential E gradV E i E x y V V V j Ez k i j y z x k V 3 2 x Ex y 6 xy V E y 3 xy 2 6 x 2 y y V Ex y 3 6 xy 2 x V ( x, y) y 3 6 xy 2 dx xy 3 3x 2 y 2 c( y) V c( y ) xy 3 3x 2 y 2 c( y ) 3xy 2 6 x 2 y 3xy 2 6 x 2 y y y y c( y ) K Hence V ( x, y ) xy 3 3x 2 y 2 K 3) Assuming the constant is zero, determine the divergence of this scalar field PS: we don’t calculate the divergence of a scalar field, but only for a vector field. For example: divE Ex E y ; and the result is a scalar field x y Part II: Let f be the function defined by f ( x, y ) xy ( x y 1) 1) Determine all the critical points of this function f x y ( x y 1) xy f x( x y 1) xy y Applying f f 0 and 0 lead to the system below: x y y (2 x y 1) 0 x( x 2 y 1) 0 The first equation lead to y 0 or (2 x y 1) 0 Considering y 0 and replacing into the second equation lead to the critical points below: A(0,0) and B(1,0). The second equation lead to x 0 or ( x 2 y 1) 0 Considering x 0 and replacing into the first equation lead to the critical points below: A(0,0) and C(0,1). 2 x y 1 0 Considering now the system . The resolution lead to the critical point x 2 y 1 0 D(1/3, 1/3) Hence, we have four critical points which are: A(0,0) and B(1,0), C(0,1) and D(1/3,1/3) 2) Determine for all (x,y) 2 f ( x, y ) x 2 Hf ( x, y ) 2 f ( x, y ) yx 2y Hf ( x, y ) 2 x 2 y 1 2 the Hess matrix H defined as 2 f ( x, y ) xy 2 f ( x, y ) y 2 2 x 2 y 1 2y 3) Say for each critical points whether it is a saddle point, a local maximum or a local minimum. For A(0,0), det Hf (0, 0) 1 For B(1,0), det Hf (1, 0) 1 For C(0,1), det Hf (0,1) 1 0 Hf (0, 0) 1 0 ; thus the critical point A is a saddle point 0 Hf (1, 0) 1 0 1 3 1 0 ; thus the critical point C is a saddle point For D(1/3,1/3), det Hf (1 / 3,1 / 3) 1 2 ; thus the critical point B is a saddle point 2 Hf (0,1) 1 0 -1 0 1 1 2/3 Hf , 3 3 1 / 3 0 1/3 2/3 ; Tr (H) = 4/3 0 ; thus the critical point D is a local minimum