SUB-COMMITTEE ON STABILITY AND LOAD LINES AND ON ...

Ref.: 391/09 and 520/09
BSU
Bundesstelle für Seeunfalluntersuchung
Federal Bureau of Maritime Casualty Investigation
Figure 28: Transverse acceleration in Case 3 B left, accident condition right .......... 36
Figure 29: Righting lever partially filled tank ............................................................. 38
Figure 30: Roll angle depending on the tank filling ................................................... 39
Figure 31: Transverse accelerations on the bridge influenced by the tank............... 39
Figure 32: Top view of the bridge ............................................................................. 40
Figure 33: The outer roadstead of Hong Kong ......................................................... 43
Figure 34: Photo of the FRISIA LISSABON.............................................................. 47
Figure 35: Scene of the accident – FRISIA LISSABON............................................ 48
Figure 36: Framing plan – FRISIA LISSABON ......................................................... 49
Figure 37: Calculation model – FRISIA LISSABON.................................................. 50
Figure 38: Righting lever curve for smooth water – FRISIA LISSABON................... 50
Figure 39: Polar coordinate diagram up to 12 kts, period 9.5 s – FRISIA LISSABON
................................................................................................................. 51
Figure 40: Polar coordinate diagram up to 12 kts, period 9.0 s – FRISIA LISSABON
................................................................................................................. 51
Figure 41: Polar coordinate diagram up to 12 kts, period 8.5 s – FRISIA LISSABON
................................................................................................................. 52
Figure 42: Frequency distribution of transverse accelerations on the bridge at a
speed of 5 kts .......................................................................................... 53
Figure 43: Frequency distribution of transverse accelerations on the bridge at a
speed of 10 kts ........................................................................................ 54
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