SUB-COMMITTEE ON STABILITY AND LOAD LINES AND ON ...
SUB-COMMITTEE ON STABILITY AND LOAD LINES AND ON ...
SUB-COMMITTEE ON STABILITY AND LOAD LINES AND ON ...
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Ref.: 391/09 and 520/09<br />
BSU<br />
Bundesstelle für Seeunfalluntersuchung<br />
Federal Bureau of Maritime Casualty Investigation<br />
Figure 18: Model for determining the linear transfer function<br />
To calculate the mass moments of inertia of the empty vessel, the longitudinal grid<br />
was used differentiated by the bending moments. Consequently, a roll inertia radius<br />
was determined for the CCNI GUAYAS of 0.39 x breadth when in dry condition<br />
without the proportion of hydrodynamic masses and 0.44 x breadth with the<br />
hydrodynamic proportion. These values are feasible due to the distribution of mass<br />
and especially the cranes on deck. This gives a roll period in smooth water of about<br />
10.7 s, which, due to the lever arm characteristics of the vessel, is valid up to about<br />
20° and the roll period then increases above 20°.<br />
The roll angle on board is not recorded on the voyage data recorder, or otherwise.<br />
Only a non-calibrated inclinometer is available on the bridge. The information given<br />
by the crew that roll angles of 35° were present was calculated and reviewed for<br />
various situations. Significant wave periods of 9.5 s, 9.0 s and 8.5 s were used for the<br />
calculation; these correspond to the range of swell conditions on the day of the<br />
accident specified by the DWD. To being with, a calculation was made of the<br />
conditions under which roll angles of 35° would have occurred at a speed of less than<br />
7 kts.<br />
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