Determination of K

• Boundary Conditions:

1) U1= 0.1389[1-(r2/1.52)];

2) Straight Out, P=0;

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

4) Slip/Symmetry;

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

1

2

=1

1.5

0.5

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