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FOREWORD
 With this presentation, i’m going to
demonstrate you to how to make accurate draft
survey for determining the amount of cargo.
There are 4 ways to determining the amount of
cargo
 This can be only by the Archimedes Floating
Matters Law.
 This Law makes us be able to calculate initial
displacement and final displacement. The
differences of displacements and minus of the
debuctibles and light ship gives us the amount
of cargo the vessel carried.
INTRODUCTION OF
DRAFT SURVEY
Draft surveys are a means to
determine the displacement and
deadweight, and ultimately the
weight of the cargo, on a vessel
from the draft readings of the
vessel after the application of
certain mathematical calculations.
The calculations
that we’ve done
have had us the
DISPLACEMEN
T.
PRACTICE
 The master of a vessel should be advised in
adequate time that a draught survey will be taking
place. If it is an initial light ship survey, he should be
requested, subject to the safety of the vessel, to
ensure that individual ballast tanks are either fully
pressed up or empty – that the vessel is upright, and
with a trim which is within the limits of the tank
calibration tables.
 When draught surveys are undertaken by
independent surveyors, co-operation of the ship’s
officers is essential. Independent surveys should be
undertaken together, during the relative survey
sections, with the vessel’s chief officer and chief
engineer or their appointed respective deputies.
 Before undertaking the survey, it is recommended that the
surveyor makes time to inspect a general arrangement plan in
order to confirm the number and position of the various ballast,
fresh water and oil bunker tanks on the vessel. Equipment which
may be used in the survey:
 Strong torch
 Patent draught mark indicator or measuring devices (draught
tubes,
 indicators etc)
 Calibrated Inclinometer or manometer
 Steel tape measure with plumb bob / stainless steel sounding
tape with
 brass plumb bob (preferably calibrated)
 Sea water sampling bucket or can of sufficient volume
 Calibrated patent draught survey hydrometer
 Calibrated salinity refractometer
 Ballast water-sampling device
 Computer / calculator.
PROCEDURE
 A draft survey begins with taking draft readings at
six places: Forward, Amidships and Aft on both the
Port and Starboard sides
 After reading the draftmark, directly engage with
the sampling of sea water or river water around the
ship’s dock.
 Deductible Weight could measure by sounding the
tanks which used the Sounding Tape or gauging the
tank level by visual inspection. Any deductible
weight such as Ballast Water, Fresh Water, Fuel
and Diesel Oil, and Bilges is notify to check.
 Check the heeling.
 Agree about Constant.
 Draught marks (the depth at which the ship
is floating) are so constructed as to make the
reading of them simple. Metric marks are 10
cm high and are placed 10 cm apart. The
steel plate they are made from is 2 cm wide.
READING THE METRIC DRAFT MARKS
 The photo shows some draught marks in the
metric system. The picture shows depths
from 8.49 meters to 9.64 metres. The water
level is at 8.49 meters as half the width of the
top of the ‘4’ is visible above the water level
(the number is made from 2 cm wide steel
plate). Some numbers are easier to assess
than others. For example, in the diagram
each pair of lines is 2 cm apart and it can be
seen that the assessment of the depth is
easy when the water level is across the ‘8’.
The ‘6’ and the ‘9M’ in the picture would also
have the same easy to read features.
 Some small coasters are often only marked
at the midships point with a designated line
(again 2cm wide) called the deck line. The
upper edge of this is at a known distance
from the keel (’K’) which is the summation of
the vessels official summer freeboard and
summer draught. Draughts are then
calculated by measuring the actual freeboard
(distance of the upper edge of the deck line
from the water level) with a measuring tape
and deducting it from the ‘K’.
 At the time of reading the draught marks, the vessel
should be upright with a minimum of trim. The trim at
survey should never exceed the maximum trim for which
corrections may be included in the vessel’s stability book.
 The vessel should ideally be lying in still, calm water.
Otherwise errors, without ease of correction, from reading
the draught marks can result. For example:
 Vessels lying at exposed berths or anchorages where
wave and swell surface disturbance is almost inevitable;
even to the extent that the vessel may be rolling and
pitching. In these circumstances it is usual to assess the
actual mean water level over a number of readings to be at
two-thirds of the distance between the lowest and highest
levels of water as seen against the draught marks. Some
experts advocate that, after studying wave patterns, a
mean of the average highest and lowest draught readings
should be used
 Vessels which are lying at a river berth or in
tidal conditions when strong currents are
running. Under these conditions the draught
marks should ideally be read over periods of
slack water (provided that at a low water
slack there is sufficient under-keel
clearance).
 Currents of appreciable strengths are likely
to cause the vessel to change trim or pitch
slightly and/or sink bodily into the water from
her static draught (‘squat’). This
phenomenon becomes more pronounced in
shallow waters (shallow water effect).
 Strong currents will result in raised water levels
against the leading edge of a stationary vessel
lying in flowing water. This is especially true
when the flow is in the direction of a vessel’s
bulbous bow
 Draught marks should be read with the
observer as close to the water line as is safe
and reasonably possible, in order to reduce
parallax error.
 Although it is common practice to read the
offside draught marks from a rope ladder, a
launch or small boat provides a more stable
environment and brings the observer to a safer
position closer to the water line.
 A vessel’s remote draught gauge should
never be used for surveys, due to lack of the
necessary accuracy and the possibility of
errors, which may accumulate over the
working life of the instrument.
Density of the water
 It is prudent to obtain samples of water in
which the vessel is floating at, or very close
to, the time at which the draught marks are
read. This is particularly relevant when the
vessel is lying at a estuarial or river berth
when density of the water may be changing,
due to the ebb or flow of the tide.
 Depending upon the length of the vessel
under survey, a number of samples, say one
and three, should be taken.
 In order to overcome the problem of
layering, the samples should be obtained
using a closed sampling can at a depth of
approximately half the existing draught of the
vessel.
 Alternatively, a slow filling container can be
used to obtain an average sample from keel
to waterline.
 When reading the hydrometer floating in the
sample of water, the eye of the observer
should be as close to the water level as
possible, to avoid parallax errors and also to
avoid further errors due to the meniscus
Ballast water tanks
 Ballast water tanks including peaks, even
those said to be empty, must be carefully
sounded or proven to be full by pressing up
and overflowing from all air pipes when local
regulations permit. If the ballast hold
contains ballast water, this compartment
must not be fully pressed up but be carefully
sounded and the weights of the water
carefully calculated.
 Spaces such as the duct keel and voids –
especially those of the lower stools situated
at the base of transverse bulkheads,
between cargo holds – must be checked
when safe to do so, and proved in same
condition at initial and final surveys.
Density of the
Ballast Water
 It should be established, with the chief
officer, where the various ballast tanks
were filled. If from a single source, the
sea, a few random samples of the water
will confirm its density. If from different
sources, docks or rivers, etc samples
must be taken from the tanks containing
water from these various sources and
relevant densities of the water in
individual tanks established.
 Do not overflow the tanks substantially to
obtain samples unless local regulations
permit; instead use sampling equipment
suitable for tanks that are only partially filled.
 When small samples are obtained, use a
salinity refractometer to establish density
 When larger samples have been obtained, a
draught survey hydrometer may be used.
Establishing the correct
weights of
oils on board
 This can be established either by sounding
or ullaging of the tanks or, in the case of the
engine room daily service and settling tanks,
by reading the gauges.
 The volumes of oils in each and every tank
should be measured and recorded.
 The relative densities of the most recently
delivered oils on board can be obtained from
the bunker delivery certificates.
 However bunkers are almost inevitably
mixed with oils already on board, the
densities of which are likely to differ.
 After completion of the bunker survey the
totals of each oil found must be agreed with
the chief engineer and the master.
Constant
 When undertaking initial and final
‘displacement draught surveys’ to establish
weight(s) of cargo loaded, or alternatively
unloaded, the difference between the net
displacement weights provides the ‘total
cargo’ quantity.
 Nonetheless it is recommended for a cross
check that, at the light ship/ballast survey,
the vessel’s light ship weight is deducted
from net displacement found
 The resultant then provides the vessel’s
‘constant’ at that time. These unknown
weights might also be termed the vessel’s
‘stores variable’.
 Comparison between ‘stores variable’
quantities, or mean thereof, established at
previous surveys should be treated with
caution unless the variable is a direct
comparison that can be made.
 For example, all surveys include a check
and a record of the engine lubricating oil held
in storage tank(s), etc. Occasionally,
surveyors report a ‘negative’ stores variable
which is theoretically impossible unless, in
extremely rare instances, the vessel had
been subject to modification, and large
quantities of structural steel removed,
without being subject to a further inclining
experiment and commensurate correction of
the relevant data contained in the vessel’s
stability book.
 Under the heading ‘stability book’, light ship
was stated to be the weight of the empty ship
in operational condition. This is: the ship, its
full equipment, engine room spares, water in
the boilers to working level and lubricating oil
in the engine. It does not include: Personnel,
cargo, fuel oils, ballast water, fresh water or
stores.
 A ship’s constant’ may be affected by a
variety of changes, such as under or over
stated fuel figures, slops, mud in ballast
tanks, incorrect ballast calibration tables,
crew and stores changes, etc. and it should
not be considered a fixed amount.
 Also a vessels light ship weight can change
over the years due to a variety of additions
and removals from the structure.
Factors Affecting
Draft Survey
1. Incorrect hydrostatic information or
draft marks:
 A number of years careless re-painting
of draft marks, especially if they have
not been permanently marked on the
hull, can cause erroneous readings. If
there is any doubt, the draft marks
should be re-sited at the next dry-
docking.
2. Incorrect tank calibrations: This is
normally ascertained after a number of draft
surveys when a constant error may appear.
It may be verified by a carefull draft survey
when just the tank(s) in question are filled or
emptied with no other weight changes.
Clasification societies, upon request of the
shipsowners, may however issue the special
calibration certificates for each compartment
of the vessel.
3. Mud and/or scale in ballast tanks: The
quantity of mud and/or scale will increase
over a period of years, depending on the
sediment in any ballast taken, on the extend
of scale formation and on the cleaning which
is carried out.
 The effect on ballast calculations can be
minimized unless there are reasons to the
contrary by leaving a measurable quantity of
water in the ballast tank instead of pumping it
dry.
 Since generally the sounding
pipes are located aft only, dry
soundings of ballast tanks do then
not necessarily mean that no
water is present, since any water
will accumulate in the fore end.
When the ballast tables are
subsequently entered with zero
sounding and the head trim,
considerable quantities of residual
ballast water are found. Again,
this water does not actually have
to be present. Consequently,
when one assumes empty or
tabulated quantities, both may be
wrong.
4. Bottom shell growth: Marine
growth on the bottom of the
ship, especially if dry docking
is delayed or if there is a
failure in the anti-fouling paint,
adds weight to the ship. But,
because this weight should
not change between the start
and finish surveys, it has no
effect on the calculation of the
cargo weight, unless the
vessel is docked for a long
period or the antifouling paint
deteriorates.
5. Water disturbance: Normally due to wind, swell or
passing traffics. Accurate reading of the draft
requires the use of a draft reading tube.
6. Variations in seawater density: If a loaded vessel
has a small under keel clearance, the seawater
may hold mud/sediment in suspension, or
chemicals in solution could effect its density. This
may be apparent from the bottom layer sample. If it
is suspected, a sea water sample should be taken
from the maximum draft as a check. In river ports or
in proximity of river mouths or of industrial plants,
there may be numerous layers of water with
differing densities, which may substantially affect
the accuracy of the water samples unless properly
detected.
7. Vessel squat: When a vessel is moored in a
tidal stream or a fast flowing current, in
shallow water, it will squat in the water, i.e. its
draft will increase.
8. Asymmetrical hull deflections: If the mean
draft midships differs from the mean of the
forward and after drafts, it is assumed that
the deflection of the hull shape takes the
form of a parabolic curve. This assumption is
inherent in the two-thirds and quarter-mean
methods of correcting for hull deflection.
9. Solar bending: Vessels of approximate
50.000 mt deadweight and upwards, may be
subject to hull deflections caused by solar
bending of the deck and structure above the
waterline. The effect would normally be a
hogging which can be appreciable. Some
readings taken on a 74.000 mt dwt bulk
carrier and reported in “Seaways” (March
1987), showed that the fully loaded vessel
was sagged 5 cms at 07.00 hrs and 27,5
cms at 17.00 hrs on the same day with no
movement of weight within the vessel (apart
from normal oil/water consumption for an
anchored vessel).
10. Use of approximate methods for
corrections: The mathematical methods
used to correct for trim and/or hull
deflections, if these conditions exist, are
approximations because of limitations of
time, expense and the work site.
11. Draught gauges: Draught gauges may be
very helpful as a check, but should never
replace the reading of draughts using the
fixed draught marks on the ship’s hull.
12. Anchors and Chains: The anchors may be in the housed
position, where they contribute to the lightship, or they may
have been used in the mooring of the ship. Then the
anchors will be on the sea bed along with a given length of
cable. The loss of weight due to its removal is weight taken
from the light displacement, this amount should therefore
be added to the quantity of cargo. There should be
information available on board to enable the surveyor to
establish or calculate the weight of the missing anchor and
cable.
 In case of the chain cable, it can be calculated with
reasonable accuracy by the following formula:
 Weight per shackle (Tonne) = 15 x (link diameter in cm)2 x
3,87
 The link diameter is the diameter of the steel rod, which
makes up each individual link. In the case of the anchor
itself, this will vary from ship to ship, but this information
should be available on board. This anchor weight should
be rounded to the nearest half tonne.
Surveyor’s opinion
 Vessel is secured properly,
 No any ship’s gears movement allowed at the time, (such as crane, derrick etc),
 No any ship’s liquids transfer activity allowed during reading, (ballast, fresh water,
fuel and diesel oil),
 Read the Draft Marks as close as possible, taken pictures for the next clarifying,
 Use the small boat to read close the Draft Marks, do not see it from the ship’s main
deck,
 Find the draft in meter first then continue with centimeter to prevent big error.
 For the heavy swell sea condition it is recommended to read and record 12 times,
taken out 1 biggest and 1 smallest of the reading results, and make an average draft
from the 10 results remained.
SOURCE
 Seven Surveyors
 United Kingdom Protect and Indemnity
 İnce Kastamonu 3rd Off. Erdi Uygun

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Draft Survey.pptx

  • 1.
  • 2. FOREWORD  With this presentation, i’m going to demonstrate you to how to make accurate draft survey for determining the amount of cargo. There are 4 ways to determining the amount of cargo  This can be only by the Archimedes Floating Matters Law.  This Law makes us be able to calculate initial displacement and final displacement. The differences of displacements and minus of the debuctibles and light ship gives us the amount of cargo the vessel carried.
  • 3. INTRODUCTION OF DRAFT SURVEY Draft surveys are a means to determine the displacement and deadweight, and ultimately the weight of the cargo, on a vessel from the draft readings of the vessel after the application of certain mathematical calculations.
  • 4. The calculations that we’ve done have had us the DISPLACEMEN T.
  • 5.
  • 6. PRACTICE  The master of a vessel should be advised in adequate time that a draught survey will be taking place. If it is an initial light ship survey, he should be requested, subject to the safety of the vessel, to ensure that individual ballast tanks are either fully pressed up or empty – that the vessel is upright, and with a trim which is within the limits of the tank calibration tables.  When draught surveys are undertaken by independent surveyors, co-operation of the ship’s officers is essential. Independent surveys should be undertaken together, during the relative survey sections, with the vessel’s chief officer and chief engineer or their appointed respective deputies.
  • 7.  Before undertaking the survey, it is recommended that the surveyor makes time to inspect a general arrangement plan in order to confirm the number and position of the various ballast, fresh water and oil bunker tanks on the vessel. Equipment which may be used in the survey:  Strong torch  Patent draught mark indicator or measuring devices (draught tubes,  indicators etc)  Calibrated Inclinometer or manometer  Steel tape measure with plumb bob / stainless steel sounding tape with  brass plumb bob (preferably calibrated)  Sea water sampling bucket or can of sufficient volume  Calibrated patent draught survey hydrometer  Calibrated salinity refractometer  Ballast water-sampling device  Computer / calculator.
  • 8. PROCEDURE  A draft survey begins with taking draft readings at six places: Forward, Amidships and Aft on both the Port and Starboard sides  After reading the draftmark, directly engage with the sampling of sea water or river water around the ship’s dock.  Deductible Weight could measure by sounding the tanks which used the Sounding Tape or gauging the tank level by visual inspection. Any deductible weight such as Ballast Water, Fresh Water, Fuel and Diesel Oil, and Bilges is notify to check.  Check the heeling.  Agree about Constant.
  • 9.  Draught marks (the depth at which the ship is floating) are so constructed as to make the reading of them simple. Metric marks are 10 cm high and are placed 10 cm apart. The steel plate they are made from is 2 cm wide. READING THE METRIC DRAFT MARKS
  • 10.  The photo shows some draught marks in the metric system. The picture shows depths from 8.49 meters to 9.64 metres. The water level is at 8.49 meters as half the width of the top of the ‘4’ is visible above the water level (the number is made from 2 cm wide steel plate). Some numbers are easier to assess than others. For example, in the diagram each pair of lines is 2 cm apart and it can be seen that the assessment of the depth is easy when the water level is across the ‘8’. The ‘6’ and the ‘9M’ in the picture would also have the same easy to read features.
  • 11.
  • 12.
  • 13.  Some small coasters are often only marked at the midships point with a designated line (again 2cm wide) called the deck line. The upper edge of this is at a known distance from the keel (’K’) which is the summation of the vessels official summer freeboard and summer draught. Draughts are then calculated by measuring the actual freeboard (distance of the upper edge of the deck line from the water level) with a measuring tape and deducting it from the ‘K’.
  • 14.  At the time of reading the draught marks, the vessel should be upright with a minimum of trim. The trim at survey should never exceed the maximum trim for which corrections may be included in the vessel’s stability book.  The vessel should ideally be lying in still, calm water. Otherwise errors, without ease of correction, from reading the draught marks can result. For example:  Vessels lying at exposed berths or anchorages where wave and swell surface disturbance is almost inevitable; even to the extent that the vessel may be rolling and pitching. In these circumstances it is usual to assess the actual mean water level over a number of readings to be at two-thirds of the distance between the lowest and highest levels of water as seen against the draught marks. Some experts advocate that, after studying wave patterns, a mean of the average highest and lowest draught readings should be used
  • 15.  Vessels which are lying at a river berth or in tidal conditions when strong currents are running. Under these conditions the draught marks should ideally be read over periods of slack water (provided that at a low water slack there is sufficient under-keel clearance).  Currents of appreciable strengths are likely to cause the vessel to change trim or pitch slightly and/or sink bodily into the water from her static draught (‘squat’). This phenomenon becomes more pronounced in shallow waters (shallow water effect).
  • 16.  Strong currents will result in raised water levels against the leading edge of a stationary vessel lying in flowing water. This is especially true when the flow is in the direction of a vessel’s bulbous bow  Draught marks should be read with the observer as close to the water line as is safe and reasonably possible, in order to reduce parallax error.  Although it is common practice to read the offside draught marks from a rope ladder, a launch or small boat provides a more stable environment and brings the observer to a safer position closer to the water line.
  • 17.
  • 18.  A vessel’s remote draught gauge should never be used for surveys, due to lack of the necessary accuracy and the possibility of errors, which may accumulate over the working life of the instrument.
  • 19. Density of the water  It is prudent to obtain samples of water in which the vessel is floating at, or very close to, the time at which the draught marks are read. This is particularly relevant when the vessel is lying at a estuarial or river berth when density of the water may be changing, due to the ebb or flow of the tide.
  • 20.  Depending upon the length of the vessel under survey, a number of samples, say one and three, should be taken.  In order to overcome the problem of layering, the samples should be obtained using a closed sampling can at a depth of approximately half the existing draught of the vessel.  Alternatively, a slow filling container can be used to obtain an average sample from keel to waterline.
  • 21.  When reading the hydrometer floating in the sample of water, the eye of the observer should be as close to the water level as possible, to avoid parallax errors and also to avoid further errors due to the meniscus
  • 22.
  • 23. Ballast water tanks  Ballast water tanks including peaks, even those said to be empty, must be carefully sounded or proven to be full by pressing up and overflowing from all air pipes when local regulations permit. If the ballast hold contains ballast water, this compartment must not be fully pressed up but be carefully sounded and the weights of the water carefully calculated.
  • 24.  Spaces such as the duct keel and voids – especially those of the lower stools situated at the base of transverse bulkheads, between cargo holds – must be checked when safe to do so, and proved in same condition at initial and final surveys.
  • 25.
  • 26. Density of the Ballast Water  It should be established, with the chief officer, where the various ballast tanks were filled. If from a single source, the sea, a few random samples of the water will confirm its density. If from different sources, docks or rivers, etc samples must be taken from the tanks containing water from these various sources and relevant densities of the water in individual tanks established.
  • 27.  Do not overflow the tanks substantially to obtain samples unless local regulations permit; instead use sampling equipment suitable for tanks that are only partially filled.
  • 28.  When small samples are obtained, use a salinity refractometer to establish density  When larger samples have been obtained, a draught survey hydrometer may be used.
  • 29. Establishing the correct weights of oils on board  This can be established either by sounding or ullaging of the tanks or, in the case of the engine room daily service and settling tanks, by reading the gauges.  The volumes of oils in each and every tank should be measured and recorded.
  • 30.  The relative densities of the most recently delivered oils on board can be obtained from the bunker delivery certificates.  However bunkers are almost inevitably mixed with oils already on board, the densities of which are likely to differ.  After completion of the bunker survey the totals of each oil found must be agreed with the chief engineer and the master.
  • 31. Constant  When undertaking initial and final ‘displacement draught surveys’ to establish weight(s) of cargo loaded, or alternatively unloaded, the difference between the net displacement weights provides the ‘total cargo’ quantity.  Nonetheless it is recommended for a cross check that, at the light ship/ballast survey, the vessel’s light ship weight is deducted from net displacement found
  • 32.  The resultant then provides the vessel’s ‘constant’ at that time. These unknown weights might also be termed the vessel’s ‘stores variable’.  Comparison between ‘stores variable’ quantities, or mean thereof, established at previous surveys should be treated with caution unless the variable is a direct comparison that can be made.
  • 33.  For example, all surveys include a check and a record of the engine lubricating oil held in storage tank(s), etc. Occasionally, surveyors report a ‘negative’ stores variable which is theoretically impossible unless, in extremely rare instances, the vessel had been subject to modification, and large quantities of structural steel removed, without being subject to a further inclining experiment and commensurate correction of the relevant data contained in the vessel’s stability book.
  • 34.  Under the heading ‘stability book’, light ship was stated to be the weight of the empty ship in operational condition. This is: the ship, its full equipment, engine room spares, water in the boilers to working level and lubricating oil in the engine. It does not include: Personnel, cargo, fuel oils, ballast water, fresh water or stores.
  • 35.  A ship’s constant’ may be affected by a variety of changes, such as under or over stated fuel figures, slops, mud in ballast tanks, incorrect ballast calibration tables, crew and stores changes, etc. and it should not be considered a fixed amount.  Also a vessels light ship weight can change over the years due to a variety of additions and removals from the structure.
  • 36. Factors Affecting Draft Survey 1. Incorrect hydrostatic information or draft marks:  A number of years careless re-painting of draft marks, especially if they have not been permanently marked on the hull, can cause erroneous readings. If there is any doubt, the draft marks should be re-sited at the next dry- docking.
  • 37. 2. Incorrect tank calibrations: This is normally ascertained after a number of draft surveys when a constant error may appear. It may be verified by a carefull draft survey when just the tank(s) in question are filled or emptied with no other weight changes. Clasification societies, upon request of the shipsowners, may however issue the special calibration certificates for each compartment of the vessel.
  • 38. 3. Mud and/or scale in ballast tanks: The quantity of mud and/or scale will increase over a period of years, depending on the sediment in any ballast taken, on the extend of scale formation and on the cleaning which is carried out.  The effect on ballast calculations can be minimized unless there are reasons to the contrary by leaving a measurable quantity of water in the ballast tank instead of pumping it dry.
  • 39.  Since generally the sounding pipes are located aft only, dry soundings of ballast tanks do then not necessarily mean that no water is present, since any water will accumulate in the fore end. When the ballast tables are subsequently entered with zero sounding and the head trim, considerable quantities of residual ballast water are found. Again, this water does not actually have to be present. Consequently, when one assumes empty or tabulated quantities, both may be wrong.
  • 40. 4. Bottom shell growth: Marine growth on the bottom of the ship, especially if dry docking is delayed or if there is a failure in the anti-fouling paint, adds weight to the ship. But, because this weight should not change between the start and finish surveys, it has no effect on the calculation of the cargo weight, unless the vessel is docked for a long period or the antifouling paint deteriorates.
  • 41. 5. Water disturbance: Normally due to wind, swell or passing traffics. Accurate reading of the draft requires the use of a draft reading tube. 6. Variations in seawater density: If a loaded vessel has a small under keel clearance, the seawater may hold mud/sediment in suspension, or chemicals in solution could effect its density. This may be apparent from the bottom layer sample. If it is suspected, a sea water sample should be taken from the maximum draft as a check. In river ports or in proximity of river mouths or of industrial plants, there may be numerous layers of water with differing densities, which may substantially affect the accuracy of the water samples unless properly detected.
  • 42. 7. Vessel squat: When a vessel is moored in a tidal stream or a fast flowing current, in shallow water, it will squat in the water, i.e. its draft will increase. 8. Asymmetrical hull deflections: If the mean draft midships differs from the mean of the forward and after drafts, it is assumed that the deflection of the hull shape takes the form of a parabolic curve. This assumption is inherent in the two-thirds and quarter-mean methods of correcting for hull deflection.
  • 43. 9. Solar bending: Vessels of approximate 50.000 mt deadweight and upwards, may be subject to hull deflections caused by solar bending of the deck and structure above the waterline. The effect would normally be a hogging which can be appreciable. Some readings taken on a 74.000 mt dwt bulk carrier and reported in “Seaways” (March 1987), showed that the fully loaded vessel was sagged 5 cms at 07.00 hrs and 27,5 cms at 17.00 hrs on the same day with no movement of weight within the vessel (apart from normal oil/water consumption for an anchored vessel).
  • 44. 10. Use of approximate methods for corrections: The mathematical methods used to correct for trim and/or hull deflections, if these conditions exist, are approximations because of limitations of time, expense and the work site. 11. Draught gauges: Draught gauges may be very helpful as a check, but should never replace the reading of draughts using the fixed draught marks on the ship’s hull.
  • 45. 12. Anchors and Chains: The anchors may be in the housed position, where they contribute to the lightship, or they may have been used in the mooring of the ship. Then the anchors will be on the sea bed along with a given length of cable. The loss of weight due to its removal is weight taken from the light displacement, this amount should therefore be added to the quantity of cargo. There should be information available on board to enable the surveyor to establish or calculate the weight of the missing anchor and cable.  In case of the chain cable, it can be calculated with reasonable accuracy by the following formula:  Weight per shackle (Tonne) = 15 x (link diameter in cm)2 x 3,87  The link diameter is the diameter of the steel rod, which makes up each individual link. In the case of the anchor itself, this will vary from ship to ship, but this information should be available on board. This anchor weight should be rounded to the nearest half tonne.
  • 46. Surveyor’s opinion  Vessel is secured properly,  No any ship’s gears movement allowed at the time, (such as crane, derrick etc),  No any ship’s liquids transfer activity allowed during reading, (ballast, fresh water, fuel and diesel oil),  Read the Draft Marks as close as possible, taken pictures for the next clarifying,  Use the small boat to read close the Draft Marks, do not see it from the ship’s main deck,  Find the draft in meter first then continue with centimeter to prevent big error.  For the heavy swell sea condition it is recommended to read and record 12 times, taken out 1 biggest and 1 smallest of the reading results, and make an average draft from the 10 results remained.
  • 47. SOURCE  Seven Surveyors  United Kingdom Protect and Indemnity  İnce Kastamonu 3rd Off. Erdi Uygun