3.2.1 Below the bulkhead deck, except as provided
in paragraph 1.1.2 above, an efficient bilge pumping system should
be provided to ensure that the combined waterflow from the fixed fire-extinguishing
system and the required number of fire hoses can be rapidly collected
and led to suitable arrangements for discharge overboard. The bilge
system capacity should be not less than that required by paragraph
3.2.3.
3.2.2 The bilge piping system should be arranged
in accordance with SOLAS chapter II-1.
At least four bilge wells should be located on each side of the protected
space, uniformly distributed fore and aft.
3.2.3 The bilge pumping system on each side of
the ship should have an aggregate capacity of not less than 125% of
the maximum flow rate of the fixed fire-extinguishing system water
pumps plus the flow from two fire hoses (four, if required by SOLAS regulation II-2/19.3.1.2).
3.2.4 The required area of the main and branch
bilge pipes for the protected space should be adequate to ensure a
maximum waterflow of 2 m/s in each section of piping in accordance
with paragraphs 3.2.4.1 to 3.2.4.3.
3.2.4.1 If the drainage system is a bilge pumping
system, the following three criteria should be satisfied:
where:
Qbpump
is
the combined capacity of all power bilge pumps except the emergency
bilge pump in m3/s;
Q is the combined
waterflow from the fixed fire-extinguishing system and the required
number of fire hoses in m3/s;
AM
is
the sectional area of the main bilge pipe of the protected space in
m2;
∑AB
is the total
sectional area of branched bilge pipes for each side in m2.
3.2.4.2 If the drainage system is based on gravity
drains leading to a reservoir tank, the minimum required area of drains
and connected piping should be determined by paragraph 3.1.4.
3.2.4.3 If the drainage system is a combined system,
the relevant dimensioning for each part of the system should be determined
using paragraphs 3.2.4.1 and 3.2.4.2.
3.2.5 The required capacity of each bilge well
should be at least 0.15 m3.
3.2.6 If the system includes a reservoir tank,
the tank should have adequate capacity for at least 20 min of operation
at the required drainage capacity for the affected space.