Page 235 - Finite Element Analysis with ANSYS Workbench

226 Chapter 11 Incompressible Flow Analysis

y
u   0
v
(0,10)
  1
u  1   1 . 0 10
v  0 3 6
 p  0 x
6
10 10 20 10

u   0 (40, 10)
v


 The computed flow solutions in forms of the velocity
contours and path lines for this latter case are shown in the
figures. Such solutions highlight benefits and capabilities
of the software to handle complicated flow domain
effectively. The computed solutions provide insight into
the flow field to increase understanding of the flow
behaviors.