Appendix B to Part 157 - Subdivision and Stability Assumptions
33:2.0.1.5.26.11.195.1.9 : Appendix B
Appendix B to Part 157 - Subdivision and Stability Assumptions
1. Source. The procedures for the loading assumption
calculations contained in this Appendix conform to Regulation 28 of
Annex I of the International Convention for the Prevention of the
Pollution from Ships, 1973, done at London, November 2, 1973.
2. Loading Assumptions. For the purpose of calculating
subdivision and damage stability for a tank vessel, the operating
drafts must reflect actual partial or full load conditions
consistent with trim and strength of the vessel. Ballast conditions
need not be considered if the tank vessel is not carrying oil in
cargo tanks excluding oily residues. Loading condition must reflect
the specific gravities of the cargo.
3. Damage Assumptions.
(a) Damage is applied to all conceivable locations along the
length of the vessel as follows:
(1) For a vessel of more than 225 meters in length, anywhere in
the vessel's length.
(2) For a vessel of more than 150 meters, but not exceeding 225
meters in length, anywhere in the vessel's length except where the
after or forward bulkhead bounding a machinery space located aft is
involved in the damage assumption. The machinery space is
calculated as a single floodable compartment.
(3) For a vessel 150 meters or less in length, anywhere in the
vessel's length between adjacent transverse bulkheads except the
machinery space.
(b) The extent and the character of the assumed side or bottom
damage, as defined in section 2 of Appendix A of this part, must be
applied except longitudinal bottom damage within 0.3L from the
forward perpendicular must be assumed to be the same as that for
side damage. If any damage of lesser extent results in a more
severe condition, such damage must be assumed.
(c) If damage involves transverse bulkheads as specified in
paragraphs (a)(1) and (2) of this section, transverse watertight
bulkheads must be spaced at least at a distance equal to the
longitudinal extent of the assumed damage specified in paragraph
(b) of this section 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 must be assumed as
nonexistent for the purpose of determining flooded
compartments.
(d) If the damages between adjacent transverse watertight
bulkheads is within the definition contained in paragraph (a)(3) of
this section, no main transverse bulkhead or a transverse bulkhead
bounding side tanks or double bottom tanks is to be assumed
damaged, unless:
(1) the spacing of the adjacent bulkheads is less than the
longitudinal extent of assumed damage defined in paragraph (b) of
this section; or
(2) there is a step or a recess in a transverse bulkhead of more
than 3.05 meters in length, located within the extent of
penetrations of assumed damage. The step formed by the after peak
bulkhead and after peak tank top is not regarded as a step for
these calculations.
(e) If pipes, ducts, or tunnels are situated within the assumed
extent of damage, there must be arrangements so that progressive
flooding may not thereby extend to compartments other than those
assumed to be floodable for each case of damage.
(f) For oil tankers of 20,000 DWT and above, the damage
assumptions must be supplemented by the following assumed bottom
raking damage:
(1) Longitudinal extent:
(i) For ships of 75,000 DWT and above, 0.6L measured from the
forward perpendicular.
(ii) For ships of less than 75,000 DWT, 0.4L measured from the
forward perpendicular.
(2) Transverse extent: B/3 anywhere in the bottom.
(3) Vertical extent: Breach of the outer hull.
4. Characteristic and Condition Assumption for
Calculations.
(a) Account must be taken of any empty or partially filled
tanks, the specific gravity of cargoes carried, and any outflow of
liquids from damaged compartments.
(b) The permeabilities are assumed as follows:
Intended space use |
Permeability |
Stores |
0.60 |
Accommodation |
0.95 |
Machinery |
0.85 |
Voids |
0.95 |
Consumable
liquids |
1 0 or 0.95 |
Other liquids |
2 10 or 0.95 |
(c) The buoyancy of any superstructure directly above the side
damage is to be disregarded. The unflooded parts of superstructures
beyond the extent of damage may be taken into consideration if they
are separated from the damaged space by watertight bulkheads and no
progressive flooding of these intact spaces takes place. Class I
doors are allowed in watertight bulkheads in the
superstructure.
(d) The free surface effect is to be calculated:
(1) at an angle of heel of 5 degrees for each individual
compartment; or
(2) by assessing the shift of liquids by moment of transference
calculations.
(e) In calculating the effect of free surfaces of consumable
liquids, it is to be assumed that, for each type of liquid, at
least one transverse pair or a single centerline tank has a free
surface and the tank or combination of tanks to be taken into
account is to be those where the effect of free surface is the
greatest.
[CGD 74-32, 40 FR 48283, Oct. 14, 1975, as amended by
USCG-2000-7641, 66 FR 55573, Nov. 2, 2001; USCG-2008-0179, 73 FR
35015, June 19, 2008]