Section
3 System arrangements
3.1 Water storage facilities
3.1.1 Sufficient potable water storage is to be provided to cater for the needs of the
persons on board. A personal daily allowance of potable water and the required
storage capacities for potable and other fresh water are to be calculated and the
calculations are to be submitted for review ( see ISO ISO 15748-2 for
guidance on calculations); these are to be based on:
- The equipment fitted on-board and their flow rate demands e.g. types of
shower heads, toilets (flush or vacuum), washing machines and
dishwashers.
- The operational philosophy for the use of fresh water e.g. the number, time
of day and duration of showers, laundry and catering operations, and any
rationing of water.
- The operational philosophy for the generation of fresh water i.e. continuous
or periodic.
- The rates of fresh water generation including the rates of desalination and
sterilisation, and any downtime for inspection and maintenance of the sea
water desalination plant.
Storage capacities are to take into account both average and peak loadings, the
latter of which may be typically three times the normal usage rate. The personal
daily allowance is not to be taken as less than that required by National Authority
Regulations, where such a requirement exists.
Note National Authority Regulations may stipulate a minimum water storage capacity e.g.
the Norwegian Potable Water Regulations require potable water systems to be
dimensioned for a consumption of at least 200 litres of potable water per person per
day.
3.1.2 At least two storage tanks are to be fitted, each with separate means of supplying
on-specification fresh water to the distribution main. The tanks are to be sited and
be of such dimensions that they are readily accessible to facilitate inspection,
cleaning and coating.
3.1.3 The internal structure of fresh water tanks is to be designed to ensure efficient
drainage to the suction point. Transfer pump suctions for potable water tanks are to
be placed higher than drain connections in order to avoid tank sediment from
entering the piping system. Fresh water tanks are not to have a common boundary with
another tank that can contain oil or any other liquid except fresh water ballast.
Access arrangements to storage tanks are to be arranged and sited clear of sources
of possible contamination. Storage tanks and manholes are to be designed to
facilitate inspection and cleaning of the tanks while the offshore unit is in
operation.
3.1.4 Pipes other than piping containing fresh water of the same quality as the tank
contents are not to pass through or be located within a fresh water tank. Pipes
carrying fresh water are not to pass through tanks other than fresh water tanks.
3.1.6 Water storage tanks are to be provided with means of indicating the water level. The
means of routine level inspection is to be by means other than those that require
breach of the tank containment such as sounding rods or similar.
3.1.7 Air and filling arrangements for fresh water storage tanks are to be located and
arranged to prevent ingress of a contaminant/foreign matter. The arrangements for
filling are to include a deck connection to facilitate external loading.
3.2 Sea water desalination plants
3.2.1 Installed sea water desalination plants are to be capable of producing
fresh water. A more stringent quality of water production may be necessary in the
case of water for use in, for example, boiler feed systems. In these cases, an
alternative means of fresh water production is to be provided or a further stage of
desalination included in the production arrangements.
3.2.2 The capacity of the plant and tank storage is to be specified by the Owner in the
Fresh Water System Design Description.
3.2.3 Two or more plants for desalinating water are to be provided, of sufficient combined
capacity to produce sufficient water under defined levels of requirements stated in
the Fresh Water System Design Description. Provision of single plant will be
considered in conjunction with the operational requirements of the offshore unit and
any assigned service restriction.
3.2.4 The design of sea water desalination plants is to be such to permit cleaning,
maintenance and repair of any plant whilst the other is in service.
3.2.5 Adequate cleaning arrangements are to be fitted to sea water desalination plants. A
suitable safe area is to be designated for system cleaning agents.
3.2.7 Where there are low pressure evaporators using diesel engine jacket water as the
heating medium, any corrosion inhibitors in the jacket water are specifically
approved for that application.
3.2.8 Means are to be provided to automatically prevent off-specification fresh water from
entering systems and storage. The arrangements are to minimise the risk of
contamination.
3.3 Piping system design
3.3.1 Piping system arrangements are to be such that the supply of fresh water to systems
such as chilled water, machinery cooling water and boiler feed water can be made in
the event of a single failure or damage of a system or item of equipment. As far as
possible, permanent connections to such systems are to be avoided to prevent
contamination of the fresh water by additives such as corrosion inhibitors that may
be present in the systems. Where it is essential to fit permanent connections, means
are to be provided to isolate the systems from the fresh water supplies to ensure
that cross-contamination cannot take place when the systems are operating
normally.
3.3.2 The design of piping systems is to be consistent with the operational philosophy for
the offshore unit and is to be declared in the Fresh Water System Design
Description.
3.3.3 All equipment fitted in piping systems is to be readily accessible to facilitate
maintenance and survey. For this purpose, valves or cocks are to be fitted between
items of equipment and the inlet and outlet pipes in order that any item of
equipment may be shut off for opening up and overhauling.
3.3.4 Any filter elements fitted in equipment or piping systems are to be capable of being
cleaned and/or changed.
3.3.5 Pressure relief devices, if required, are to be mounted in such a way
that it is not possible to isolate them from the part of the system which they are
protecting except that, where duplicated, a changeover valve may be fitted that will
enable either device to be isolated for maintenance purposes without it being
possible to shut off the other device at the same time.
3.3.7 Sea water inlets for desalination plants should be located in order to minimise the
potential for ingress of polluted water e.g. from bilge and sanitary discharges from
the offshore unit and cooling water inlets and outlets. In order to assess the
pollution threat, the discharge dispersal area is to be determined. Sea water inlets
should be located as far away from the discharge points as practicable and
preferably upstream of the discharge point, considering the most common current
direction.
3.3.8 Not less than two sea inlets, as far apart as practicable, are to be provided for
pumps supplying sea water to the sea water desalination plant. Where these inlets
are shared with other systems, e.g. ballast and sea water cooling, sea water
desalination plants are to have dedicated connections with non-return valves at
manifold pipes or crossover pipes.
3.3.10 Provision is to be made for all sea water to pass through suitable filters before
being introduced to the sea water desalination plant. The filters are to be in
accordance with the equipment manufacturer's recommendations.
3.3.11 Piping system arrangements and associated equipment are to be capable of
operating satisfactorily under the conditions shown in Pt 5, Ch 1, 2 Operating conditions.
3.3.12 The system is to be capable of being cleaned, with arrangements for safely flushing
out any cleaning chemical agents after use and for storing or disposing of them
safely.
3.3.13 Gaskets and sealing materials in contact with fresh water are to be suitable for the
containment of fresh water in accordance with a recognised National or International
Standard e.g. NSF/ANSI 61 - Drinking Water System Components - Health
Effects
3.4 Piping system distribution
3.4.1 Two or more water pumps are to be provided of sufficient capacity to supply the fresh
water distribution system with any one pump out of action.
3.4.2 The fresh water distribution system is to be capable of providing a steady flow of
water at any point in the system in accordance with the Fresh Water System Design
Description. Where a pneumatically pressurised tank arrangement is used, the
tank is to be provided with water level indication and a means of indicating the
pressure. The compressed air connection to the pressurised tank is to incorporate a
non-return valve arrangement at the tank to prevent the possibility of water
entering the compressed air system and it is recommended that the connection be made
via a portable hose connection.
3.4.3 Each user or group of users of fresh water are to be provided with means of isolation
such that the distribution system can continue to function when a user or group of
users has been isolated.
3.4.4 Air vent and drain points are to be provided throughout the system at all high and
low points.
3.4.5 Provision is to be made to connect an alternative source of fresh water supply in
emergency conditions. Where the fresh water main is unavailable, stand-by
arrangements are to be provided for fresh water supplies, which meet the required
water quality, to medical spaces and galleys. The supply arrangements in emergency
conditions are to be included in the Fresh Water System Design Description
and agreed by the Owner.
3.4.6 There are to be no permanent connections between fresh water and sea
water systems. Where emergency connections have been designed for the supply of
fresh water to fresh and sea water cooled equipment, the fresh water is to be
supplied by means of a portable hose with screw down non-return valve isolation or
equivalent arrangements at the connection to the equipment.
3.4.7 Calorifiers are to be provided with drainage arrangements and adequate access to
enable cleaning.
3.4.8 Provision is to be made to sterilise all water supplies (including fresh water taken
from shore, water barge or supply ship) for potable water by chlorination or by an
equivalent sterilisation method. The residual quantities of chlorine and
chlorodioxide are to be in accordance with ISO 15748-1.
3.4.9 The water supply arrangements for potable water are to be independent of other
services wherever possible. Where there are no alternative supply arrangements to
other services requiring fresh water (e.g. machinery cooling water, purifiers or a
fresh water WC flushing system), a clear air break is to be provided in the fresh
water supply pipe to such a system or tank. If it is impracticable to provide a
clear air break, the supply pipe to each system is to be provided with an efficient
non-return valve and a vacuum breaker or back-flow preventer.
3.4.10 Physical measures are to be in place to prevent incorrect connection between parts of
the system which use different chemicals during all normal and reasonably
foreseeable abnormal conditions.
3.5 Gas detection
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