Trans RINA, Vol 154, Part A2, Intl J Maritime Eng, Apr-Jun 2012 Water Level as a function of Area of Damage Opening 30 Model Fully Constrained


Fixed Heel Angle = 0 degrees Fixed Trim Angle = 0 degrees Calm Water


25


20


15


10 5


Water level in 2Centre-S12 after time t = 10s Water level in 2Centre-S15 after time t = 10s Water level in 2Aft-S11 after time t = 10s


0 40 50 60 70 Area of Damage Opening (%) Figure 9 Water level as a function of area of damage opening 80 90 100


Water Level 0Fwd-S06 70 60 50 40 30 20 10 0 -10 -10 0 10 20 Time (s) Figure 10 Water level at 0Fwd-S06 as a function of time 30 40 50


Water Level - Calm Water (Run P2_R34) Water Level - Regular Beam Seas (Run P2_R40)


Model Fully Constrained


Fixed heel angle = 0 degrees Fixed trim angle = 0 degrees Regular wave height = 50.7mm Regular wave frequency = 0.9Hz


©2012: The Royal Institution of Naval Architects


A-61


Water Level


(mm)


Water Level


(mm)


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