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Examination of the intact stability and the seakeeping behaviour

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4.14 Vessel No. 14<br />

4.14 Vessel No. 14<br />

Figure 4.27: Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 14<br />

Table 4.27: Main dimensions <strong>of</strong> Vessel No. 14<br />

Main dimensions Value Unit<br />

L pp 319.00 [m]<br />

B 42.80 [m]<br />

T D 13.00 [m]<br />

Containers 8,600 [TEU]<br />

Vessel No. 14 has <strong>the</strong> geometric capacity to carry 8, 600 T EU. Having <strong>the</strong> main dimensions<br />

according to table 4.27, it belongs to <strong>the</strong> class <strong>of</strong> <strong>the</strong> large Post-Panamax vessels. With Vessel<br />

No. 14 <strong>the</strong> Chicago Express takes part <strong>of</strong> <strong>the</strong> analysis, which is <strong>the</strong> vessel involved in accident<br />

situation 1. For <strong>the</strong> BSU accident report [1] it has already been examined, although referring to<br />

a dierent loading condition. The following characteristics <strong>of</strong> <strong>the</strong> Chicago Express are to be<br />

noted:<br />

ˆ The lines <strong>of</strong> <strong>the</strong> ship shown in gure 4.27 have a c B value <strong>of</strong> 0.66 on design draft.<br />

ˆ The documented bilge keel area is a little bit larger than <strong>the</strong> mean value according to<br />

chapter 3.9.<br />

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

GM solid = 12.40 m.<br />

ˆ The limiting <strong>intact</strong> <strong>stability</strong> criterion (Max. GZ at 25 ◦ ) requires a GM min = 4.92 m.<br />

Besides Vessel No. 11, <strong>the</strong> Chicago Express is <strong>the</strong> second vessel in <strong>the</strong> examination out<br />

<strong>of</strong> <strong>the</strong> class <strong>of</strong> large Post-Panamax vessels. With a c B value <strong>of</strong> 0.66, <strong>the</strong> Chicago Express<br />

has not such a ne shaped hull as Vessel No. 11. But <strong>the</strong> <strong>stability</strong> values GM solid <strong>and</strong> most<br />

notably GM min also have a signicant higher order <strong>of</strong> magnitude, than <strong>the</strong> values for <strong>the</strong> smaller<br />

analysed vessels. 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 4.28.<br />

Table 4.28: Results <strong>of</strong> <strong>the</strong> <strong>seakeeping</strong> calculation for Vessel No. 14<br />

Accident<br />

[<br />

a<br />

situation t max m/s<br />

2 ] ϕ max [ ◦ ]<br />

Situation 1 3.0 7<br />

Situation 2 3.5 8<br />

Situation 3 3.0 8<br />

39

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