Section
5 Ballast system
5.1 General requirements
5.1.1 Units are to be provided with an efficient pumping system capable of
ballasting and de-ballasting any ballast tank under normal operating and transit
conditions. The system is to be arranged to prevent inadvertent transfer of ballast
from one tank or hull to another.
5.1.2 The ballast system is to be arranged so that it will remain operable,
and tanks can be effectively de-ballasted through at least one suction, up to angles
of inclination as specified in Tables 1.1.1, 1.1.2 and 1.1.3 in Chapter 1, as
applicable.
5.1.3 The system is to be designed so that a single failure or mal-operation
of any item of equipment or component will not lead to uncontrolled liquid movement.
Pumps, piping and control systems should not be situated within the defined damage
penetration zones, see
Pt 5, Ch 13, 1.2 Prevention of progressive flooding in damage condition of the Rules for Ships.
5.2 Pumps
5.2.1 At least two independently driven ballast pumps are to be provided and
arranged so that the system will remain operable in the event of failure of any one
pump. Consideration should be given to locating the pumps in separate compartments
where, in the event of flooding, fire or other damage in a particular compartment,
an alternative pump in an unaffected compartment will be available. Such pumps need
not be dedicated ballast pumps, but must be readily available for use on the ballast
system at all times.
5.2.2 The capacity of each ballast pump is to be sufficient to provide safe
handling and operation of the unit.
5.2.3 Ballast pumps should be self-priming unless it can be demonstrated that
this would be unnecessary for the intended application. Pumps of the centrifugal
type are to be self-priming by means of an automatic priming system.
5.3 Piping and valves
5.3.1 Ballast pipes are to be of steel or other approved material. Special
consideration should be given to the design of pipes passing through tanks,
particularly with regard to the effects of corrosion.
5.3.2 All valves are to be clearly marked to identify their function. Positive
indication (open/closed) is to be provided at the valve, and at all positions from
which the valve can be controlled. The indicators are to rely on the movement of the
valve spindle.
5.3.3 The valves in the ballast system are to be self-closing by mechanical
means or be power-operated by either a stored energy system provided with no fewer
than two power units, or by an electrical supply system. Consideration should also
be given to the need for equipment to operate when submerged.
5.3.4 The closing speed of power-operated valves should be limited where
necessary, to prevent excessive pressure surges.
5.3.5 Valves which fail to set position are to be provided with an independent
secondary means of closure from a readily accessible position above the damage
waterplane. Power failure to sea-water inlet and discharge valves for systems such
as cooling for essential machinery or for supply to fire pumps should not result in
closing of open valves or in opening of closed valves. Such systems, which require
the inlet/discharge valve to fail to a set position, are not to share a common
inlet/discharge with systems in which the valves fail closed.
5.3.6 All sea inlet and discharge valves which are submerged at maximum
operating draught and are located in normally unattended spaces are to be remotely
controlled from a manned control station. Such valves are to fail automatically to
the closed position on loss of control or actuating power unless overriding
considerations require a valve to fail to set position.
5.4 Control of pumps and valves
5.4.1 All ballast pumps and power-operated valves are to be fitted with
independent local control, which may be manual control, in addition to the remote
control from the central control station. The independent local control of each
ballast pump and of its associated tank valves should be in the same location. Such
local controls are to be readily accessible and, where practicable, their access
routes should not be situated within the defined damage penetration zones,
see
Pt 5, Ch 13, 1.2 Prevention of progressive flooding in damage condition of the Rules for Ships. A diagram of the
representative part of the ballast system is to be permanently displayed at each
location.
5.4.2 The control systems are to function independently of the indicating
systems, or have sufficient redundancy, such that failure of one system does not
jeopardise the operation of the other systems.
5.4.3 Valves which have failed closed should, on restoration of power, remain
closed until the operator assumes control of the reactivated system.
5.4.4 For requirements relating to control and supervision of unattended
ballast pumps located in dangerous or hazardous spaces, see
Pt 7, Ch 2, 5.1 General 5.1.8.
5.5 Column-stabilised units
5.5.2 The ballast system is to have the capability to bring the unit, while in
an intact condition, from the maximum normal operating draught to a severe storm
draught or a decrease in draught of 4,6 m, whichever distance is greater, within
three hours.
5.5.3 In the damage condition, see
Pt 4, Ch 7, the system is to have the
capability of restoring the unit to a level trim and safe draught condition without
taking additional ballast and with any one pump inoperable.
5.5.4 The ballast system sea-water inlets and discharges should be separate
from those of other systems.
5.5.5 Ballast system manifolds are to be arranged such that a specially defined
operational procedure must be carried out when ballast is transferred from one end
or side of the unit to the other.
5.6 Ballast water treatment
5.6.2 Where it is intended to operate the ballast system bypassing the ballast water
treatment system (e.g. lifting operations which take in and discharge at the same
location before repeating at another location), compliance with Pt 5, Ch 25, 1.1 Application 1.1.3 is required.
5.7 Ballast pipe supports and foundations of ballast pumps
5.7.1 Where ballast systems designed for rapid filling/discharge use either
piston valves and/or pump ratings without proven service history, the strength of
ballast pipe supports and the foundations of the ballast pumps are to be assessed
against the forces and moments at the pipe supports and pump flanges for the load
combinations defined in Pt 4, Ch 3, 4.3 Load combinations 4.3.1. The
permissible stresses are to comply with Table 5.2.1 Factors of safety for the
combined load cases.
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