Dynamics of Submerged Towed Cylinders 



Fig. 16 The effect of ec,^, €Cj and f g on stability of 

 rigid cylinders with A = 1 , Cg = l-fg* c, = 



and X, = X2 = 0-Oi; ^1 = IJ f| = 0-8; 



f, = 0.7. (New theory). 



I 1 1 1 1 — I — I — I — I 1 1 1 1 1 — I — I — I — I 1 1 1 1 — V" 



05 1 



5 10 



A 



I I I 1 1 1 ^ 



50 100 1000 



Fig. 17 The effect of A on stability of a rigid cylinder; 

 C2 = l-fa, ec^i =ec-r=0.5, X\ = Xz = ^'^^'> 



f, = 1-C| = 1; f| = 0.8, c, = 0. (New 



theory). 



1009 



