2 Preparations for the Inclining Test
2.1 Free surface and tankage
2.1.1 If there are liquids on board the ship when
it is inclined, whether in the bilges or in the tanks, they will shift
to the low side when the ship heels. This shift of liquids will exaggerate
the heel of the ship. Unless the exact weight and distance of liquid
shifted can be precisely calculated, the metacentric height (GM) calculated
from the inclining test will be in error. Free surface should be minimized
by emptying the tanks completely and making sure all bilges are dry;
or by completely filling the tanks so that no shift of liquid is possible.
The latter method is not the optimum because air pockets are difficult
to remove from between structural members of a tank, and the weight
and centre of the liquid in a full tank should be accurately determined
in order to adjust the lightship values accordingly. When tanks must
be left slack, it is desirable that the sides of the tanks be parallel
vertical planes and the tanks be regular in shape (i.e. rectangular,
trapezoidal, etc.) when viewed from above, so that the free surface
moment of the liquid can be accurately determined. For example, the
free surface moment of the liquid in a tank with parallel vertical
sides can be readily calculated by the formula:
where:
Free surface correction is independent of the height of
the tank in the ship, location of the tank, and direction of heel.
As the width of the tank increases, the value of free surface moment
increases by the third power. The distance available for the liquid
to shift is the predominant factor. This is why even the smallest
amount of liquid in the bottom of a wide tank or bilge is normally
unacceptable and should be removed prior to the inclining experiment.
Insignificant amounts of liquids in V-shaped tanks or voids (e.g.,
a chain locker in the bow), where the potential shift is negligible,
may remain if removal of the liquid would be difficult or would cause
extensive delays.
When ballast water is used as inclining weight, the actual
transverse and vertical movements of the liquid should be calculated
taking into account the change of heel of the ship. Free surface corrections
as defined in this paragraph should not apply to the inclining tanks.
2.1.2
Free surface and slack tanks
:
The number of slack tanks should normally be limited to one port/starboard
pair or one centreline tank of the following:
-
.1 fresh water reserve feed tanks;
-
.2 fuel/diesel oil storage tanks;
-
.3 fuel/diesel oil day tanks;
-
.4 lube oil tanks;
-
.5 sanitary tanks; or
-
.6 potable water tanks.
To avoid pocketing, slack tanks should normally be of regular
(i.e. rectangular, trapezoidal, etc.) cross section and be 20% to
80% full if they are deep tanks and 40% to 60% full if they are double-bottom
tanks. These levels ensure that the rate of shifting of liquid remains
constant throughout the heel angles of the inclining test. If the
trim changes as the ship is inclined, then consideration should also
be given to longitudinal pocketing. Slack tanks containing liquids
of sufficient viscosity to prevent free movement of the liquids, as
the ship is inclined (such as bunker at low temperature), should be
avoided since the free surface cannot be calculated accurately. A
free surface correction for such tanks should not be used unless the
tanks are heated to reduce viscosity. Communication between tanks
should never be allowed. Cross-connections, including those via manifolds,
should be closed. Equal liquid levels in slack tank pairs can be a
warning sign of open cross connections. A bilge, ballast, and fuel
oil piping plan can be referred to, when checking for cross connection
closures.
2.1.3
Pressed-up tanks
:
“Pressed up” means completely full with no voids caused
by trim or inadequate venting. Anything less than 100% full, for example
the 98% condition regarded as full for operational purposes, is not
acceptable. Preferably, the ship should be rolled from side to side
to eliminate entrapped air before taking the final sounding. Special
care should be taken when pressing fuel oil tanks to prevent accidental
pollution. An example of a tank that would appear “pressed up”,
but actually contains entrapped air, is shown in figure A1-2.1.3.
2.1.4
Empty tanks:
It
is generally not sufficient to simply pump tanks until suction is
lost. Enter the tank after pumping to determine if final stripping
with portable pumps or by hand is necessary. The exceptions are very
narrow tanks or tanks where there is a sharp deadrise, since free
surface would be negligible. Since all empty tanks should be inspected,
all manholes should be open and the tanks well ventilated and certified
as safe for entry. A safe testing device should be on hand to test
for sufficient oxygen and minimum toxic levels. A certified marine
chemist's certificate certifying that all fuel oil and chemical tanks
are safe for human entry should be available, if necessary.
2.2 Mooring arrangements
The importance of good mooring arrangements cannot be overemphasized.
The arrangement selections will be dependent upon many factors. Among
the most important are depth of water, wind and current effects. Whenever
possible, the ship should be moored in a quiet, sheltered area free
from extraneous forces such as propeller wash from passing ships,
or sudden discharges from shore side pumps. The depth of water under
the hull should be sufficient to ensure that the hull will be entirely
free of the bottom. The tide conditions and the trim of the ship during
the test should be considered. Prior to the test, the depth of water
should be measured and recorded in as many locations as necessary
to ensure the ship will not contact the bottom. If marginal, the test
should be conducted during high tide or the ship moved to deeper water.
2.2.1 The mooring arrangement should ensure that
the ship will be free to list without restraint for a sufficient period
of time to allow a satisfactory reading of the heeling angle, due
to each weight shift, to be recorded.
2.2.2 The ship should be held by lines at the
bow and the stern, attached to bollards and/or cleats on the deck.
If suitable restraint of the ship cannot be achieved using deck fittings,
then temporary padeyes should be attached as close as possible to
the centreline of the ship and as near the waterline as practical.
Where the ship can be moored to one side only, it is good practice
to supplement the bow and stern lines with two spring lines in order
to maintain positive control of the ship, as shown in figure A1-2.2.2. The leads of the
spring lines should be as long as practicable. Cylindrical camels
should be provided between the ship and the dock. All lines should
be slack, with the ship free of the pier and camels, when taking readings.
2.2.2.1 If the ship is held off the pier by the
combined effect of the wind and current, a superimposed heeling moment
will act on the ship throughout the test. For steady conditions this
will not affect the results. Gusty winds or uniformly varying wind
and/or current will cause these superimposed heeling moments to change,
which may require additional test points to obtain a valid test. The
need for additional test points can be determined by plotting test
points as they are obtained.
2.2.2.2 If the ship is pressed against the fenders
by wind and/or current, all lines should be slack. The cylindrical
camels will prevent binding but there will be an additional superimposed
heeling moment due to the ship bearing against the camels. This condition
should be avoided where possible but, when used, consideration should
be given to pulling the ship free of the dock and camels and letting
the ship drift as readings are taken.
2.2.2.3 Another acceptable arrangement is where
the combined wind and current are such that the ship may be controlled
by only one line at either the bow or the stern. In this case, the
control line should be led from on or near the centreline of the ship
with all lines but the control line slack, the ship is free to veer
with the wind and/or current as readings are taken. This can sometimes
be troublesome because varying wind and/or current can cause distortion
of the plot.
2.2.3 The mooring arrangement should be submitted
to the approval authority for review prior to the test.
2.2.4 If a floating crane is used for handling
inclining weights, it should not be moored to the ship.
2.3 Test weights
2.3.1 Weights, such as porous concrete, that can
absorb significant amounts of moisture should only be used if they
are weighed just prior to the inclining test or if recent weight certificates
are presented. Each weight should be marked with an identification
number and its weight. For small ships, drums completely filled with
water may be used. Drums should normally be full and capped to allow
accurate weight control. In such cases, the weight of the drums should
be verified in the presence of the Administration representative using
a recently calibrated scale.
2.3.2 Precautions should be taken to ensure that
the decks are not overloaded during weight movements. If deck strength
is questionable then a structural analysis should be performed to
determine if existing framing can support the weight.
2.3.3 Generally, the test weights should be positioned
as far outboard as possible on the upper deck. The test weights should
be on board and in place prior to the scheduled time of the inclining
test.
2.3.4 Where the use of solid weights to produce
the inclining moment is demonstrated to be impracticable, the movement
of ballast water may be permitted as an alternative method. This acceptance
would be granted for a specific test only, and approval of the test
procedure by the Administration is required. As a minimal prerequisite
for acceptability, the following conditions should be required:
-
.1 inclining tanks should be wall-sided and free
of large stringers or other internal members that create air pockets.
Other tank geometries may be accepted at the discretion of the Administration;
-
.2 tanks should be directly opposite to maintain
ship's trim;
-
.3 specific gravity of ballast water should be
measured and recorded;
-
.4 pipelines to inclining tanks should be full.
If the ship's piping layout is unsuitable for internal transfer, portable
pumps and pipes/hoses may be used;
-
.5 blanks must be inserted in transfer manifolds
to prevent the possibility of liquids being “leaked” during
transfer. Continuous valve control must be maintained during the test;
-
.6 all inclining tanks must be manually sounded
before and after each shift;
-
.7 vertical, longitudinal and transverse centres
should be calculated for each movement;
-
.8 accurate sounding/ullage tables must be provided.
The ship's initial heel angle should be established prior to the incline
in order to produce accurate values for volumes and transverse and
vertical centres of gravity for the inclining tanks at every angle
of heel. The draught marks amidships (port and starboard) should be
used when establishing the initial heel angle;
-
.9 verification of the quantity shifted may be
achieved by a flow meter or similar device; and
-
.10 the time to conduct the inclining must be
evaluated. If time requirements for transfer of liquids are considered
too long, water may be unacceptable because of the possibility of
wind shifts over long periods of time.
2.4 Pendulums
2.4.1 The pendulums should be long enough to give
a measured deflection, to each side of upright, of at least 15 cm.
Generally, this will require a pendulum length of at least 3 m. It
is recommended that pendulum lengths of 4 to 6 m be used. Usually,
the longer the pendulum the greater the accuracy of the test; however,
if excessively long pendulums are used on a tender ship the pendulums
may not settle down and the accuracy of the pendulums would then be
questionable. On large ships with high GM, pendulum lengths in excess
of the length recommended above may be required to obtain the minimum
deflection. In such cases, the trough, as shown in figure A1-2.4.6, should be filled
with high-viscosity oil. If the pendulums are of different lengths,
the possibility of collusion between station recorders is avoided.
2.4.2 On smaller ships, where there is insufficient
headroom to hang long pendulums, the 15 cm deflection should be obtained
by increasing the test weight so as to increase the heel. On most
ships the typical inclination is between one and four degrees.
2.4.3 The pendulum wire should be piano wire or
other monofilament material. The top connection of the pendulum should
afford unrestricted rotation of the pivot point. An example is that
of a washer with the pendulum wire attached suspended from a nail.
2.4.4 A trough filled with a liquid should be
provided to dampen oscillations of the pendulum after each weight
movement. It should be deep enough to prevent the pendulum weight
from touching the bottom. The use of a winged plumb bob at the end
of the pendulum wire can also help to dampen the pendulum oscillations
in the liquid.
2.4.5 The battens should be smooth, light-coloured
wood, 1 to 2 cm thick, and should be securely fixed in position so
that an inadvertent contact will not cause them to shift. The batten
should be aligned close to the pendulum wire but not in contact with
it.
2.4.6 A typical satisfactory arrangement is shown
in figure A1-2.4.6. The pendulums
may be placed in any location on the ship, longitudinally and transversely.
The pendulums should be in place prior to the scheduled time of the
inclining test.
2.4.7 It is recommended that inclinometers or
other measuring devices only be used in conjunction with at least
one pendulum. The Administration may approve an alternative arrangement
when this is found impractical.
2.5 U-tubes
2.5.1 The legs of the device should be securely
positioned as far as outboard as possible and should be parallel to
the centreline plane of the ship. The distance between the legs should
be measured perpendicular to the centreline plane. The legs should
be vertical, as far as practical.
2.5.2 Arrangements should be made for recording
all readings at both legs. For easy reading and checking for air pockets,
clear plastic tube or hose should be used throughout. The U-tube should
be pressure-tested prior to the inclining test to ensure watertightness.
2.5.3 The horizontal distance between the legs
of the U-tube should be sufficient to obtain a level difference of
at least 15 cm between the upright and the maximum inclination to
each side.
2.5.4 Normally, water would be used as the liquid
in the U-tube. Other low-viscosity liquids may also be considered.
2.5.5 The tube should be free of air pockets.
Arrangements should be made to ensure that the free flow of the liquid
in the tube is not obstructed.
2.5.6 Where a U-tube is used as a measuring device,
due consideration should be given to the prevailing weather conditions
(see 4.1.1.3):
-
.1 if the U-tube is exposed to direct sunlight,
arrangements should be made to avoid temperature differences along
the length of the tube;
-
.2 if temperatures below 0°C are expected,
the liquid should be a mixture of water and an anti-freeze additive;
and
-
.3 where heavy rain squalls can be expected, arrangements
should be made to avoid additional water entering the U-tube.
2.6 Inclinometers
The use of inclinometers should be subject to at least the
following recommendations:
-
.1 the accuracy should be equivalent to that of
the pendulum;
-
.2 the sensitivity of the inclinometer should
be such that the non-steady heeling angle of the ship can be recorded
throughout the measurement;
-
.3 the recording period should be sufficient to
accurately measure the inclination. The recording capacity should
be generally sufficient for the whole test;
-
.4 the instrument should be able to plot or print
the recorded inclination angles on paper;
-
.5 the instrument should have linear performance
over the expected range of inclination angles;
-
.6 the instrument should be supplied with the
manufacturer's instructions giving details of calibration, operating
instructions, etc.; and
-
.7 it should be possible to demonstrate the required
performance to the satisfaction of the Administration during the inclining
test.
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