.1 the length between perpendiculars (LBP)
should be at least 3 m or a length corresponding to a model scale
of 1:40, whichever is greater, and the vertical extent up to at least
3 superstructure standard heights above the bulkhead (freeboard) deck;
.2 hull thickness of flooded spaces should not
exceed 4 mm;
.3 in both intact and damaged conditions, the
model should satisfy the correct displacement and draught marks (TA,
TM, TF, port and starboard) with a maximum tolerance
in any one draught mark of +2 mm. Draught marks forward and aft should
be located as near FP and AP as practicable;
.4 all damaged compartments and ro-ro spaces should
be modelled with the correct surface and volume permeabilities (actual
values and distributions) ensuring that floodwater mass and mass distribution
are correctly represented;
.5 the actual ship characteristics of motion should
be modelled properly, paying particular attention to the intact GM
tolerance and radii of gyration in roll and pitch motion. Both radii
should be measured in air and be in the range of 0.35B to 0.4B for
roll motion, and 0.2LOA to 0.25LOA for pitch
motion;
.6 main design features such as watertight bulkheads,
air escapes, etc., above and below the bulkhead deck that can result
in asymmetric flooding should be modelled properly as far as practicable,
to represent the real situation. Ventilating and cross-flooding arrangements
should be constructed to a minimum cross section of 500 mm2;
.7 the shape of the damage opening at side should
be as follows:
-
.1 trapezoidal profile with side at 15° slope
to the vertical and the width at the design waterline defined according
to SOLAS regulation II-1/8.4.1;
-
.2 isosceles triangular profile in the horizontal
plane with the height equal to B/5 according to SOLAS regulation II-1/8.4.2. If side casings
are fitted within B/5, the damaged length in way of the side casings
should not be less than 25 mm;
-
.3 notwithstanding the provisions of subparagraphs
.7.1 and .7.2 above, all compartments taken as damaged in calculating
the worst damage case(s) referred to in paragraph 3.1 should be flooded
in the model tests.