Section
7 Testing
7.1 General
7.2 Leak tests
7.2.1 Each ballast
tank is to be tested for leaks by means of a soapy solution examination
while the tank is subjected to an air pressure of 0,14 kgf/cm2.
It is recommended that the pressure in the tank be raised to 0,21
kgf/cm2 with the minimum number of personnel in the vicinity
of the tank, and then lowered to the test pressure before the examination
commences. Precautions are to be taken to prevent excess pressure
by the introduction of a relief valve or water gauge. Air testing
is normally to be carried out before a protective coating is applied.
However, subject to careful inspection by the Surveyors, a complete
protective coating may be applied prior to air testing except internally
in way of welds made by processes other than automatic. Equivalent
proposals for testing will be considered.
7.3 Structural tests
7.3.1 Selected
ballast tanks are to be hydraulically tested by filling with water
to a depth equal to the maximum operational differential head taken
from the hydrostatic curves. Three tanks are to be tested, one port,
one starboard, and one middle tank, each at a different point along
the length of the dock.
7.3.2 Oil tanks,
fresh water tanks and cofferdams are to be separately tested by filling
with water to the test head.
7.3.3 When water
testing on the building berth is undesirable, testing is to be carried
out afloat. The testing afloat is to be so arranged that each tank
can successively be examined while being subjected to the head of
water. Care is to be taken that the arrangements adopted for testing
tanks afloat do not impose undue longitudinal stress on the dock.
7.3.4 Where
a preservative coating is to be applied to the internal structure
of a tank, the water testing may take place after the application
of internal and/or external coatings, provided that the structure
is carefully examined to ensure that all welding and structural stiffening
are completed prior to the application of the coating. The cause of
any discolouration or disturbance of the coating is to be ascertained
and any deficiencies repaired.
7.4 Sinkage trials
7.4.1 On the
completion of the dock, sinkage trials are to be carried out in the
presence of an LR Surveyor. Fresh water tanks and the dock’s
fuel tanks are to be full, but ship-oil tanks are to be empty. The
travelling cranes may be so positioned that the draughts forward and
aft are equal. The density of the water is to be recorded:
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Normal condition. All ballast water is to be emptied so far as possible, only
rest-water remaining. The draughts forward and aft, port and starboard,
are to be recorded. The readings on deflection meters are to be taken.
The deflection of the dock along the top of keel blocks is to be measured.
Adjustment of the meters is then to be made, if necessary, so that
they record this built-in permanent deflection in the normal condition.
The light displacement is to be evaluated from these readings, and
to obtain the light displacement, as defined in Pt 2, Ch 1, 2.1 General 2.1.2 , the weight of any compensating
ballast water is to be added.
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Sagging condition. Equal amounts of water are to be admitted to corresponding
tanks on either side of the middle of the length, the depths increasing
until the greatest depth is in the tanks at the middle of the length.
The sagging bending moment so produced is to equal that evaluated
in Pt 2, Ch 1, 3.3 Ship weight curve 3.3.1 and Pt 2, Ch 1, 3.5 Bending moment 3.5.3 respectively. The deflection
meter readings are to be recorded and, by allowing for the permanent
deflection (see
Pt 2, Ch 1, 7.4 Sinkage trials 7.4.1),
the sagging deflection is obtained.
Alternative arrangements to those described in Pt 2, Ch 1, 7.4 Sinkage trials 7.4.1.(b) will be specially considered.
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