2.5.1 The requirements of 2.7 shall be confirmed
by calculations that take into consideration the design characteristics
of the ship, the arrangements, configuration and contents of the damaged
compartments, the distribution, relative densities and the free surface
effects of liquids and the draught and trim for all conditions of
loading.
2.5.2 The permeabilities of spaces assumed to
be damaged shall be as follows:
-
Spaces
|
Permeabilities
|
Stores Accommodation Machinery Voids Hold
spaces Consumable liquids Other
liquids
|
0.6
0.95 0.85 0.95 0.95footnote
0 to 0.95footnote
0 to 0.95footnote
|
2.5.3 Wherever damage penetrates a tank containing
liquids, it shall be assumed that the contents are completely lost
from that compartment and replaced by salt water up to the level of
the final plane of equilibrium.
2.5.4 Where the damage between transverse watertight
bulkheads is envisaged, as specified in 2.6.1.4, 2.6.1.5, and 2.6.1.6,
transverse bulkheads shall be spaced at least at a distance equal
to the longitudinal extent of damage specified in 2.3.1.1.1 in order
to be considered effective. Where transverse bulkheads are spaced
at a lesser distance, one or more of these bulkheads within such extent
of damage shall be assumed as non-existent for the purpose of determining
flooded compartments. Further, any portion of a transverse bulkhead
bounding side compartments or double bottom compartments shall be
assumed damaged if the watertight bulkhead boundaries are within the
extent of vertical or horizontal penetration required by 2.3. Also,
any transverse bulkhead shall be assumed damaged if it contains a
step or recess of more than 3 m in length located within the extent
of penetration of assumed damage. The step formed by the after peak
bulkhead and the after peak tank top shall not be regarded as a step
for the purpose of this paragraph.
2.5.5 The ship shall be designed to keep unsymmetrical
flooding to the minimum consistent with efficient arrangements.
2.5.6 Equalization arrangements requiring mechanical
aids such as valves or cross-levelling pipes, if fitted, shall not
be considered for the purpose of reducing an angle of heel or attaining
the minimum range of residual stability to meet the requirements of
2.7.1, and sufficient residual stability shall be maintained during
all stages where equalization is used. Spaces linked by ducts of large
cross-sectional area may be considered to be common.
2.5.7 If pipes, ducts, trunks or tunnels are situated
within the assumed extent of damage penetration, as defined in 2.3,
arrangements shall be such that progressive flooding cannot thereby
extend to compartments other than those assumed to be flooded for
each case of damage.
2.5.8 The buoyancy of any superstructure directly
above the side damage shall be disregarded. However, the unflooded
parts of superstructures beyond the extent of damage may be taken
into consideration, provided that:
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.1 they are separated from the damaged space by
watertight divisions and the requirements of 2.7.1.1 in respect of
these intact spaces are complied with; and
-
.2 openings in such divisions are capable of being
closed by remotely operated sliding watertight doors and unprotected
openings are not immersed within the minimum range of residual stability
required in 2.7.2.1. However, the immersion of any other openings
capable of being closed weathertight may be permitted.