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Figure 3.3 Definition of effective thickness for installation geometry I and II.
Figure 3.4 Application areas for stability formulae.
This last value (2.75) is close to the value (2.5) mentioned by Pilarczyk [22].
Further, the tests have revealed that the stability of the uppermost elements is less
than that of the lower-lying elements. In case the uppermost element is placed between
one significant wave height ( H s ) above and below the still water line the following
relationship applies (see also Figure 3.4):
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