Calculation of the outflow from bottom damages should be
done as follows:
Length in meters between the forward and after extremities
of the cargo tanks |
= |
L
t (m)
|
Width of the cargo tank area |
= |
B
t (m)
|
Length of tank number i
|
= |
l
i (m)
|
Width of tank number i
|
= |
b
i (m)
|
Height of a double bottom |
= |
h
i (m)
|
Cargo volume in tank number i
|
= |
V
i (m3)
|
Length of a bottom damage according to subparagraph 5.1.2
|
= |
l
s (m)
|
Width of a bottom damage according to subparagraph 5.1.2
|
= |
b
s (m)
|
Vertical extent of a bottom damage according to
subparagraph 5.1.2
|
= |
v
s (m)
|
Nominal density of the cargo according to para 4
|
= |
p
c(t/m3)
|
Density of the sea water (normally 1.025) |
= |
p
s(t/m3)
|
Loaded condition draft |
= |
d (m)
|
Height of cargo column above the cargo tank bottom |
= |
h
c (m)
|
Highest normal overpressure in the inert gas system
(normally 0.05 bar) |
= |
Δp (bar) |
Margin for average transient loss, swell and tide
effects |
= |
1.1 |
Standard acceleration of gravity - g
|
= |
9.81 m/s2
|
-
Outflow factor due to hydrostatic overpressure in tank number i
Outflow from tank number i
Total hypothetical outflow in case of a bottom damage
In case the ship is equipped with a double bottom the calculated
outflow from tanks located above such double bottom may be assumed
to be reduced by 50% of the total capacity of the affected double
bottom tanks but in no case by more than 50% of the calculated outflow
from each tank.