Determination of K

• Boundary Conditions:

1) U1= 0.5[1-(y2/1.52)];

2) Straight Out, P=0;

3) No slip, u = 0, v = 0;

Case Study I: Planar Geometry Sudden Contraction, Hentrance:Hexit = 3:1, Re=0.001, _=1.

1

2

=1

3

1

4

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