3.6 The design of ballast tanks should facilitate
the enhanced removal of ballast water and sediments by:
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.1 internal girders, longitudinals, stiffeners,
intercostals and floors, where fitted should incorporate extra drain
holes which will allow water to flow with minimal restriction during
discharge and stripping operations;
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.2 where inner members butt against bulkheads,
their installation should be such as to prevent the formation of stagnant
pools or sediment traps;
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.3 where internal longitudinals are fitted with
face bar stiffeners, consideration should be given to fit the face
bar stiffeners below the horizontal surfaces to aid drain off from
the stiffeners;
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.4 flow calculations (CFD) should be undertaken
to determine the size of drain holes to confirm there is sufficient
flow of water to the suction heads to match the capacity of the discharge
of ballast water;
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.5 installation of suction wells in ballast tanks
that do not form part of the bottom of the ship;
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.6 consideration of the installation of tank cleaning
systems to assist with the removal of sediments during ballast discharge.
Also, consideration of the use of such systems during the loaded passage
to assist in the minimization of sediment in a tank; and
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.7 installation of ballast water stripping systems
using eductors.