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Examination of the intact stability and the seakeeping behaviour

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6 Detailed examination<br />

this vessel by e.g. lling ballast water in tanks in low positions. When reducing <strong>the</strong> GM <strong>of</strong> <strong>the</strong><br />

ballast arrival loading condition, <strong>the</strong> transversal accelerations increase signicantly up to 10 m /s 2<br />

for a GM around 8.5 m. Then <strong>the</strong>y go down again to uncritical accelerations around 2 m /s 2 .<br />

Mentionable is <strong>the</strong> fact, that <strong>the</strong> accident <strong>of</strong> <strong>the</strong> Chicago Express occurred in a loading<br />

condition with <strong>the</strong> same GM = 8.54 m. (refer to BSU report [1]).<br />

Table 6.3: Stability data for <strong>the</strong> large vessel<br />

Ballast arrival loading<br />

Value Unit<br />

condition<br />

KM 25.64 [m]<br />

KG 13.24 [m]<br />

GM solid 12.40 [m]<br />

Light ship Value Unit<br />

vcg LSW 15.62 [m]<br />

16<br />

14<br />

Maximum transverse acceleration on <strong>the</strong> bridge [m/s 2 ]<br />

12<br />

10<br />

8<br />

6<br />

4<br />

2<br />

Ballast arrival loading condition<br />

0<br />

2 4 6 8 10 12 14 16<br />

GM solid [m]<br />

Accident situation 1 Accident situation 2 Accident situation 3<br />

Figure 6.3: Chicago Express in ballast arrival oating condition: Variation <strong>of</strong> GM solid<br />

6.1.4 Comparison <strong>of</strong> <strong>the</strong> simulation results<br />

In gure 6.4 <strong>the</strong> curves <strong>of</strong> <strong>the</strong> three vessels are compared for <strong>the</strong> accident situation 1. For <strong>the</strong><br />

o<strong>the</strong>r accident situations, <strong>the</strong> curve shape is comparable. It can be identied, that each vessel has<br />

a unique critical condition, where an exciting seaway in combination with <strong>the</strong> ship's hull form,<br />

<strong>the</strong> ship's trim <strong>and</strong> <strong>the</strong> GM value, result in very high transversal accelerations on <strong>the</strong> bridge.<br />

50

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