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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 />

The righting levers curve calculated by the TUHH with the load condition 'Ballast and<br />

little cargo' on the day of the accident is shown below in Figure 17:<br />

ACCIDENT<br />

Figure 17: Righting lever curve<br />

With a GM of more than 5.60 m, the vessel's stability in smooth water is more than<br />

adequate.<br />

To examine the overall risk of parametrically excited roll oscillations, too, by way of<br />

example the righting levers were calculated at the midship section for the conditions<br />

'trough' and 'crest' using an equivalent wave. For an equivalent wave which<br />

corresponded approximately to the wave on the day of the accident, a sine wave of<br />

140 m in length (about 9.5 s) and 7 m in height was chosen. The calculations<br />

revealed that the differences between the crest and trough situation and also the<br />

comparison with the smooth water calculation were very low and the curves do not<br />

differ considerably. These slight variations are caused by the fact that the vessel was<br />

underway with a draught which was much shallower than the moulded draught. In the<br />

case of the crest, this results in a degree of additional hydrostatical stability; on the<br />

other hand, this floating condition coupled with a prominent bow flare causes the<br />

vessel to become prone to the effect of direct swell moments especially in the aft<br />

area. However, the result shows that the parametrically induced roll moments are<br />

relatively low. Therefore, the direct exciting moments from the swell in conjunction<br />

with the particular sea-going behaviour of modern container vessels at very shallow<br />

draught can be viewed as the actual cause of the accident.<br />

3.2.8.2 Investigation of the roll oscillation<br />

Based on witness statements, the vessel must have experienced a roll angle of 35°<br />

and thus considerable transverse accelerations on the bridge. Therefore, in addition<br />

to the present stability analysis, the roll behaviour was considered with the E4ROLLS<br />

simulation program at TUHH. Based on the shape of the hull and the distribution of<br />

ballast, the linear transfer functions were calculated. The cuboid in the diagram below<br />

corresponds to an equivalent that has the same mass inertia.<br />

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Page 26 of 71

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