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Examination of the intact stability and the seakeeping behaviour

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4.7 Vessel No. 07<br />

ˆ The <strong>stability</strong> in ballast arrival loading condition is moderately high resulting in a<br />

GM solid = 7.00 m.<br />

ˆ The limiting <strong>intact</strong> <strong>stability</strong> criterion (Max. GZ at 25 ◦ ) requires a GM min = 0.90 m.<br />

Compared to Vessel No. 06, <strong>the</strong> c B value <strong>of</strong> Vessel No. 07 is slightly larger <strong>and</strong> <strong>the</strong> GM min<br />

is slightly smaller. The calculated transversal accelerations on <strong>the</strong> bridge <strong>and</strong> <strong>the</strong> rolling angles<br />

for <strong>the</strong> three accident conditions are listed in table 4.14.<br />

Table 4.14: Results <strong>of</strong> <strong>the</strong> <strong>seakeeping</strong> calculation for Vessel No. 07<br />

Accident<br />

[<br />

a<br />

situation t max m/s<br />

2 ] ϕ max [ ◦ ]<br />

Situation 1 10.0 29<br />

Situation 2 10.0 24<br />

Situation 3 12.0 33<br />

As for Vessel No. 06 <strong>the</strong> maximum acceleration occurs for accident situation 3. The accelerations<br />

in situation 1 <strong>and</strong> 2 are also in <strong>the</strong> same scope for both vessels. Fur<strong>the</strong>rmore <strong>the</strong> dierences<br />

between <strong>the</strong> accelerations within <strong>the</strong>ir respective accident situations are not as high as for e.g.<br />

Vessel No. 02 or Vessel No. 04. The statistical distribution <strong>of</strong> <strong>the</strong> transversal accelerations<br />

in this situation is shown in gure 4.14.<br />

Figure 4.14: Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 07 in accident situation 3<br />

29

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