Page 506 - Practical Design Ships and Floating Structures

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TABLE1 : COMPARISON BETWEEN TWO METHODS FOR CALCULATING LOCAL
DISTURBANCE OF GREEN’S FUNCTION
(F,,=0.319, y=O, z=O, &O,v=O,<=-O.l)

Method x =o x=o.1 x=0.3 x=0.7 x=0.9
Rayleigh’s Viscosity 18.39429635 7.927961571 2.14054444 -0.610965748 -1.21626098
Cauchy’s Theorem 29.72203588 19.25516810 13.46755223 10.71625231 10.111 12379
Difference -1 1.32773953 -1 1.32720653 -1 1.32700779 -1 1.32721885 -1 1.3273847

TABLE 2: CONVERGENCE STUDIES OF Cw FOR A WIGLEY UULL ( HI L = 0.1)

0 035
0 03
0.025
0 02
8
0.01s I \
r\l “L
0 01
0 ws
I . , , , . .