Research Study of Sinking Sequence of MV Estonia Mile ... - TUHH

Research Study of Sinking Sequence of MV Estonia
Mile Stone 1 (M1)
“Accident Scenario”
Prof. Dr.-Ing. Stefan Krüger
Dipl.-Ing. Felix-Ingo Kehren

This report is written is in respect for the victims.

Contents
Page I
Contents
Contents ................................................................................................................................. I
1 Summary and Conclusion.................................................................................................1
2 General ...........................................................................................................................1
3 Testimonies.....................................................................................................................8
3.1 General....................................................................................................................8
3.2 Why a Synoptic Time Schedule.................................................................................9
3.3 Synoptic Time Schedule .........................................................................................10
3.4 Other significant Observations ...............................................................................53
3.4.1 Effect of Water on the forecastle.....................................................................53
3.4.2 Effect of Stern Ramp Operation .....................................................................53
3.5 Evaluation of the Testimonies ................................................................................54
4 Surrounding Conditions.................................................................................................56
4.1 Position of the Wreck.............................................................................................56
4.2 Density of Sea Water..............................................................................................56
4.3 Weather Conditions ...............................................................................................56
4.3.1 General..........................................................................................................56
4.3.2 Observations of Vessels around the MV Estonia .............................................56
4.3.3 Observations by Helicopters...........................................................................57
4.3.4 Wind..............................................................................................................57
4.3.5 Significant Wave Height, Wave Length and Wave Period .................................57
4.3.6 Weather Conditions on the last Voyage of MV Estonia....................................58
5 Stability Book and Validation of TUHH-CAD-Model .....................................................59
5.1 General..................................................................................................................59

Contents
Page II
5.2 Hydrostatic Particulars of MV Viking Sally..............................................................60
5.3 Hydrostatic Particulars of TUHH-CAD-Model .......................................................62
5.4 Cross Curves of Stability of MV Viking Sally ...........................................................63
5.5 Cross Curves of Stability of TUHH-CAD-Model ....................................................65
5.6 Validation ..............................................................................................................66
6 Condition of MV Estonia on Sea Bottom .......................................................................70
6.1 General..................................................................................................................70
6.2 Position of Stabilizer Fins.......................................................................................70
6.3 Position of Rudder.................................................................................................71
6.4 Position of Propeller Pitch......................................................................................71
6.5 Situation on Main Car Deck....................................................................................71
7 Loadcase of the Final Voyage.........................................................................................72
7.1 General..................................................................................................................72
7.2 Light Ship Weight ..................................................................................................72
7.3 Ballast....................................................................................................................72
7.4 Bunker and Stores..................................................................................................73
7.5 Payload..................................................................................................................73
7.6 Summery – Load Case Compilation ........................................................................76
8 Hydrostatic Scenarios.....................................................................................................77
8.1 General..................................................................................................................77
8.2 Overview and Approach.........................................................................................77
8.3 Scenario 1..............................................................................................................79
8.4 Scenario 2............................................................................................................105
8.5 Scenario 3............................................................................................................112
8.6 Scenario 4............................................................................................................119

Contents
Page III
8.7 Scenario 5............................................................................................................126
8.8 Scenario 6............................................................................................................133
8.9 Scenario 7............................................................................................................137
8.10 Scenario 8............................................................................................................141
8.11 Scenario 9............................................................................................................145
8.12 Scenario 10 ..........................................................................................................151
8.13 Scenario 11 ..........................................................................................................157
8.14 Scenario 12 ..........................................................................................................163
8.15 Scenario 13 ..........................................................................................................169
8.16 Scenario 14 ..........................................................................................................173
8.17 Scenario 15 ..........................................................................................................178
8.18 Scenario 16 ..........................................................................................................182
8.19 Scenario 17 ..........................................................................................................191
8.20 Scenario 18 ..........................................................................................................200
8.21 Conclusion of the Hydrostatic Calculations ...........................................................209
9 Preliminary Motion Simulation .....................................................................................214
9.1 General Intention.................................................................................................214
9.2 Environmental Data for the Dynamic Investigations .............................................216
9.3 Simulation Model.................................................................................................217
9.4 Effect of the Ship’s own Wave System and of Sinkage and Trim ............................221
9.5 Preliminary Determination of Flow Rates into the Main Car Deck .........................224
10 Table of Figures.......................................................................................................229
11 List of Abbreviations................................................................................................233
12 Bibliographies..........................................................................................................234
13 Supplementum.........................................................................................................235

Contents
Page IV
13.1 Detailed Cross Curves of Stability Including the Ducktail.......................................235
13.2 Detailed Hydrostatic Particulars Including the Ducktail .........................................242
13.3 Tank Filling .........................................................................................................249

1 Summary and Conclusion Page 1
1 Summary and Conclusion
The first step of the analysis has been the compilation of a synoptic time schedule, where
the information of different sources, mainly the surviving witnesses, has been evaluated.
The time sequence of the reported events lead to a time dependent steady list. The result
of this task is compiled in diagram, ‘Table of time sequence of the capsizing of MV
Estonia’.
Time Sequence of the Capsizing of MV Estonia
List to Starboard in Degree
120
110
100
90
80
70
60
50
40
30
20
10
0
0:55 1:00 1:05 1:10 1:15 1:20 1:25 1:30 1:35 1:40 1:45
Time in Minutes
Figure 1.1:Table of Time Sequence of the Capsizing of MV Estonia
This synoptic time schedule then serves as a basis for the further selection of scenarios.
As one important finding, most of the assumptions of the JAIC have been confirmed, as
we come to more or less the same conclusions. The main difference in the JAIC
conclusions and TUHH conclusions from the interpretations of the information by the
witnesses is that we relate the loss of the bow visor – at least with respect to the loss of
watertight integrity of the Main Car Deck – to about 1.01h when metallic noise was noted
by several witnesses. We are convinced that when the visor has fallen off and collided

1 Summary and Conclusion Page 2
with the bulbous bow, this should have resulted in loud noise and a remarkable impact.
But we could not find any witness who reported such noise after about 01.01 h. We are
convinced that the collision between the visor and the bulbous bow of the ship should
result in the largest impact to the vessel and consequently to the loudest noise or
structural impact. According to our interpretation, this time step at about 01.01h can
therefore be regarded as the begin of significant water ingress on the Main Car Deck due
to the loss of the visor.
According to our interpretation, the information given by the Chief Mate from the ferry
MV AMBER is of relevant importance for the determination of the sinking scenario:
Because it seems to be highly probable that there was already water on the Main Car Deck
when the watertight integrity was lost, because due to the high speed and the resulting
strong pitching motion the ship was observed to collect water on the forecastle, which
may have found its way trough the visor on the Main Car Deck before the visor fell off.
This strong pitching motion of the vessel could also be noted by our calculations of the
ship motions.
From the data available, a product model was generated that allowed for initial
hydrostatical calculations. During the model generation, some smaller discrepancies
between TUHH calculations and other sources were identified. One of these
discrepancies was that the whole stability of the ship in the stability booklet was based on
even keel hydrostatics, although the stability as such takes different values if cross curves
and righting levers on a free trimming basis were used. In this respect, it needs to be
mentioned that the ship was converted in 1990/91, and also after the conversion or
during the inclining experiment, new hydrostatic tables or cross curves were not
determined. With respect to other uncertainties, especially the weight assumptions of the
load case, the effect may be of a magnitude that plays a minor role at the present stage of
the investigations. Further, it should be mentioned that the JAIC hydrostatic calculations
were based on a specific water density of 1.010t/m³, where the correct value should be
about 1.004t/m³. Again, this is small with respect to the present stage of the
investigations.

1 Summary and Conclusion Page 3
The load distribution was re-determined from the different sources available, and we
come to practically the same result as the JAIC. The amount of water to be accumulated
on the Main Car Deck that leads to a steady list of about 30 Degree was determined as
about 1500t , which must have entered the Main Car Deck. Several scenarios have been
assumed and the effect of filling of the compartments concerned has been studied. The
results of this step were compiled in a diagram which shows the total amount of water
that must have entered the vessel against the resulting steady list.
20
18
List of Vessel in deg
16
14
Scenario 1
Scenario 6
Scenario 7
Scenario 8
12
Scenario 9
Scenario 10
Scenario 11
10
Scenario 12
Scenario 13
Scenario 14
Scenario 15
8
300 400 500 600 700 800
Total amount of Water in MV Estonia in t
Figure 1.2: Overview of different amounts of Water in various Compartments leading to hydrostatic list

1 Summary and Conclusion Page 4
The results do clearly show that for a given amount of water that has entered the vessel
trough the open bow, this water has most impact on the stability of the vessel if it stays
on the Main Car Deck (Scenario1). Every other scenario evaluated leads to a smaller
heeling angle for the same amount of water. This result was considered important for the
next steps, because the investigation now has to focus on different scenarios how the
water may have accumulated on the Main Car Deck. Because if it is assumed that the
loss of watertight integrity was due to the loss of the bow visor, the water must have
entered the vessel trough that opening, except for that water that may have been on the
Main Car Deck before the loss of the watertight integrity.
How the water may have been internally distributed is not of main interest at the present
stage of the investigation, this will be investigated later when the filling of the Main Car
Deck can be consistently explained. Therefore, the investigations concentrated on several
possibilities how the required amount of water of about 1500t may have entered the
Main Car Deck. A simplified simulation model for the simulation code ROLLS was
generated that allowed to determine flow rates into the Main Car Deck with respect to the
main parameters speed, course, sea state and floating condition. The effect of ship speed
when determining the inflow rates per time step was accounted for by mapping the speed
dependent term of the Bernoulli- equation in [SOEDING] to the pressure term. The
Toricelli-Number of the opening was assumed to be 1.0 for the simplified calculations.
It was assumed that at least during the initial phase when the speed of the vessel was
about 15-18 knots, the ships own wave system and the dynamic sinkage and trim of the
vessel, which is down by head, both reduce the theoretical freeboard of the Main Car
Deck for about minimum 1.25m to maximum 1.75m and should be accounted for when
determining the water ingress into the Main Car Deck.
It could be shown that the theoretical flow rates determined by the simple model during
the initial floating phase of the Main Car Deck do significantly depend on the
assumptions made with respect to the freeboard. Without any assumption concerning the
bow wave, we could not determine flow rates that allow to fill the Main Car Deck

1 Summary and Conclusion Page 5
sufficiently fast with water. We could further demonstrate that if the average freeboard to
the Main Car Deck is reduced by taking into account the dynamic sinkage and the bow
wave, the theoretical flow rate of water into the Main Car Deck is increased drastically to
an amount that makes it possible to actually achieve the recorded heel of about 30 degree
in the given time interval. This results in the fact that the assumed scenarios seem
physically possible, which does even more hold if an initial filling of the Main Car Deck
is assumed. Further investigations will result in a larger matrix of inflow scenarios which
shall result in the most plausible time dependent filling of the Main Car Deck. Based on
this filling of the Main Car Deck, it will be investigated how the water may have actually
been distributed internally.
Overview of Flow Rates
Flow Rate in m³/min
850
800
750
700
650
600
550
500
450
400
350
300
250
200
150
100
50
0
150° Encounter / without Bow-Wave
135° Encounter/ without Bow-Wave
150° Encounter / with Bow-Wave
135° Encounter / with Bow-Wave
10 11 12 13 14 15 16 17 18
Speed in kn
Figure 1.3: Flow Rates into the Main car Deck with and without Ship’s own Wave System

2 General Page 6
2 General
This is the final report of “Mile Stone 1” of the “Research Study of Sinking Sequence of
MV Estonia”. Project Executing Organisation is the Swedish State authority VINNOVA.
The work on this investigation was started on April 1 st , 2006.
The Mile Stone 1 (M1) “Accident Scenario” contains the work packages 1 consisting of
Task T1 to T3 and work package 2, consisting of Task T4 to T6. The following table,
Figure 2.1, gives an overview of all tasks the Mile Stone 1 Report consists of and is an
extract of the contract of the HSVA/ TUHH-Consortium and the VINNOVA, chapter
4.4, p. 19.
Task
No
Title
Task description
Performed by
partner or
subcontractor
(Name)
T1 TUHH-WP1-T1 Survivors’ descriptions study TUHH
T2 TUHH-WP1-T2 Related material study TUHH
T3 TUHH-WP1-T3 Developing a synoptic time schedule TUHH
T4 TUHH-WP2-T1 Creating a CAD-Model for
TUHH
hydrostatic calculation
T5 TUHH-WP2-T2 Hydrostatic calculations TUHH
T6 TUHH-WP2-T3 Evaluation of the hydrostatic
calculations and pre-selection of the
scenarios
TUHH
Figure 2.1: Table of Tasks this Mile Stone 1-Report consists of
The investigations carried out by TUHH are based on the testimonies provided by the
Styrelsen för Psykologiskt Försvar, SPF, the Swedish National Board of Psychological
Defence, a central Swedish Authority. It has been commissioned by the Government to
provide information about the sinking of the MV Estonia. The SPF provided also the
official, total passenger list, including the number an type of vehicles on the Main Car
Deck.

2 General Page 7
The second source of information, mainly drawings, is provided by Marine Claims
Partner (Germany) GmbH. All documents which are opened to the HSVA/ TUHH –
Consortium are as well opened to the second Consortium of SSPA SWEDEN AB.
This report includes a careful study of the testimonies given by the survivors of the
sinking of MV Estonia and other relevant witnesses. Following a synoptic time schedule it
is worked out to identify a the most probable sinking sequence of MV Estonia in terms of
the increasing list being subjected to the time. The result of this part is a diagram list over
time sequence.
Next step was a highly detailed CAD-Model, developed in the ship design system E4,
with inner subdivision and accurate hydrostatic performance. This CAD-Model is proved
and compared to originally stability book of the MV Estonia and the CAD-Model showed
its sufficiency.
A further issue of this Mile Stone 1 was modelling the loadcase of the final voyage of MV
Estonia. Masses of vehicles on the main car deck were determined by a list of SPF and a
list of the Estonian customs. Another decisive factor for the floating condition of a vessel
is the filling of the tank capacities. Unfortunately there is only an estimation of the
shipping company available.
Based on this setting, pure hydrostatic calculations were carried out, neglecting wind and
waves and other dynamic aspects. This is necessary to identify possible scenarios of water
inside the ship and to preclude scenarios which does not fit to the observations of the
survivors.

3 Testimonies Page 8
3 Testimonies
3.1 General
The investigations carried out by TUHH are based on the testimonies provided by the
Styrelsen för Psykologiskt Försvar, SPF, the Swedish National Board of Psychological
Defence, a central Swedish Authority. It has been commissioned by the government to
provide information about the sinking of the MV Estonia. The SPF provided also the
official, total passenger list, including the number an type of vehicles on the Main Car
Deck.
The second source of information, drawings and other, is provided by Marine Claims
Partner (Germany) GmbH. All documents which are opened to the HSVA/ TUHH –
Consortium are as well opened to the second consortium working on this research project
of SSPA SWEDEN AB.

3 Testimonies Page 9
3.2 Why a Synoptic Time Schedule
Why was a synoptic Time Schedule used to evaluate the testimonies?
For passengers and crew on the MV Estonia the heavy list of the ship came surprisingly,
all of a sudden – and in the middle of the night. Many people on board have had gone to
bed and awoke due to the list, to a heavy bang or a unusual movement of the vessel. Most
people realized very quickly, that the situation, they were in, is dangerous or even lifethreatening.
Some have left relatives behind to save their own life. Under such
exceptionally circumstances, the sense of time for instance is reduced or completely
vanished. The people on board have been victims to this catastrophe.
For the reconstruction of the sinking sequence of the MV Estonia it is necessary to
extract the incidents to gain the most objective view on it. However, not every question
can be answered detailed sufficiently, but the synopsis opens a scientific possibility to
approach to a kind objectivity. The major idea of the synopsis is someone or a few can be
wrong in perceptions, but it becomes more and more improbable, that the larger the
number of witnesses is, that everyone gets the wrong perception. By the method of the
synopsis it is possible to add a web of evident facts and to feed back this information to a
comparison with the testimonies.
All testimonies were studied carefully and the imported parts concerning the list or other
relevant incidents extracted and listed over a timeline. This is given in Figure 2.2. After
listing all testimonies under consideration, an incident is looked at in all testimonies and
by the time line connected to a certain time. In the next step a careful selection is carried
out, which testimonies are considered to be most meaningful and which less. A range of
time is narrowed to a point in time. This is repeated in many cases and fact by fact one is
able to develop a framework of the time sequence of the sinking of MV Estonia, finally to
a diagram list of the ship over the timeline.
Unfortunately, there are gaps, as well in major questions. A complete reconstruction of all
details is impossible, so the target is to get the best possible approach to the sinking
sequence of MV Estonia. A fundamental aspect in this reconstruction is the fact, that
procedures have to be conform with laws of physics - by this some gaps can be closed.
Over all, it was possible to reconstruct a sustainable framework for the incidents of the
sinking of MV Estonia on September 28 th , 1994.

3 Testimonies Page 10
3.3 Synoptic Time Schedule
The cells in the synoptic time schedule are connected to a time line. One standard cell
represents just one minute. Is a range of time under consideration, some standard cells are
joined to larger cell. For Example: A witness testifies “It was about 11:45 pm.”. Then, a
few standard cells before and after the exact time were added to the standard cell to
comply with the statement “about”. Or a witness testifies: “I looked on my watch and it
was 01:31am.” In this case one standard cell represents this exact point in time.
To make the synoptic time schedule clearly laid out, colours are used to identify the
different incidents in this sinking sequence more easily.
The key of the used colours are shown in Figure 2.1.
Colour
Key
Beginning of disaster, bangs
List of about 15°
List of about 20°...35°
List of about 40°...50°
List of about 60°...80°
List of about nearly 90°...90°
List >90° / information about final sinking
Figure 3.1: Table of Key: Colours in Synoptic Time Schedule
The colours are used in two different ways. Firstly the whole cell – standard or joined – is
filled with the relevant colour. This means, that the whole range of the cell is connected
to a certain time and therefore more meaningful. Secondly exclusively the letters are
coloured. This is the case when it is testified just a part of a action or a sequence
corresponds to a certain time. This is for the evaluation less meaningful.
The listed testimonies in the Figure 2.2 are the relevant extracts of the as relevant
regarded witnesses and not the complete testimonies. This is done for reasons of
clearness.
All statements in the testimonies are in Estonian time or converted to Estonian time.

3 Testimonies Page 11
Witness recorded 1 2 3 3 4
Name P28 P20 P79 P79 P56
Source SPF SPF SPF GGE SPF
Date 13 Oct. 1994 17 Oct. 1994 03 Oct. 1994 14 Oct. 1994 04 Oct. 1994
PAX / Crew P P P P P
Cabin 7.3.3 1027 1026 deck 4 deck 4 deck 4
Time
19:00
to
late departure
20:00
to
21:00
to
22:00
to
23:00
to
swung more
than usual (4 or
5 times travelled
with Estonia)
23:30
to
00:00 went to bed
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30
00:31
00:32
was in Karaoke-
Bar on deck 4,
while hearing
the bangs,
although noise
and music were
playing, sure
that bangs not
wave induced
bangs at
00:45am, half a
minute in
between
entered
Karaoke bar

3 Testimonies Page 12
Witness recorded 1 2 3 3 4
Name P28 P20 P79 P79 P56
Source SPF SPF SPF GGE SPF
Date 13 Oct. 1994 17 Oct. 1994 03 Oct. 1994 14 Oct. 1994 04 Oct. 1994
PAX / Crew P P P P P
Cabin 7.3.3 1027 1026 deck 4 deck 4 deck 4
00:33
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45 a dull bang
00:46 2nd dull bang
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:57
00:58
00:59
01:00
01:01
01:02
ship started
pitching for
about 10 min,
list to STB
increased
was out side on
deck 6 at stern -
- watched two
ships abeam
was at the shop
and astern
00:56 on STB-side, list 10°...15°
list 30°
01:02 am:
strong bang,
metallic noise,
20...30 sec later
same noise,
started to swing
longitudinal, not
only rolling
anymore
start to howl, to
crunch, to
scour,
recognized a list
and less
vibration
order: Estonian
01:03 message by
list began, did weird noise
01:04
not go back
01:05 look on watch
list 35° over 0°,loose went stairs to
things fell off deck 2, water
01:06
on floor and wall
loudspeaker,
then "Mayday,
Mayday", Ships
horn honking,
light of went out,
while standing
on ships hull ---
Ship sank bow-
01:07
01:08
suddenly,
no water
01:09
without warning
became between Deck 2
ship listed to
stabilized at and 3
01:10
STB -- Tables wards
30°...35°
01:11 side away --
enormous list
45° list, stays
oscillated 5° in
01:12
Ship were
about 5 minutes
each direction
01:13
changing
at this list, lights
for maybe 7...8
course to PS --
01:14 jitter
min.
for some time
reach deck7
01:15
list were
01:16
constant --
list increasing,
01:17
heard two
lights blinked at
Massages by
01:18
45° several
loudspeaker:
times
01:19
one in Estonian
01:20
and one
"Mayday,
Mayday"
01:21 1st Mayday
01:22
01:23
01:24 2nd Mayday
01:25 from blackout Estonia /
01:26 blackout reported
reported again
Ship starts to
list, all of the
sudden the ship
starts to shake,
list increased,
matters starts to
slide, in this
list 70° lights
went finally of,
when funnel hits
the water a dull
signal, a horn
was heard, after
funnel hitting
the water, a list
of 90° was very
list 60°, stays
3...5 min
got life vest

3 Testimonies Page 13
Witness recorded 1 2 3 3 4
Name P28 P20 P79 P79 P56
Source SPF SPF SPF GGE SPF
Date 13 Oct. 1994 17 Oct. 1994 03 Oct. 1994 14 Oct. 1994 04 Oct. 1994
PAX / Crew P P P P P
Cabin 7.3.3 1027 1026 deck 4 deck 4 deck 4
01:27 list about 80°
01:28 Estonia tells
01:29 her last position radio
01:30 contact with
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
broker and
consultant of
boats, Estonia
sank stern first,
estimated time
from 1st list 90°
20min, Bow-
Visor maybe
missing, ferry
looks strangely
stayed at about
90°...100°, bell
quick increasing
from 100°
onwards
funnel
disappeared at
105°...110°
drunk the whole
evening one
Irish Coffee, 4
cl. alcohol, went
down by aft,
visor missing
when funnel hits
water the lights
jitter, then went
out
list increased,
ship
Estonia upside
down

3 Testimonies Page 14
Witness 5 5 5 6 7 8
Name P76 P76 P76 P49 C37 P15
Source SPF GGE GGE SPF SPF SPF
Date 04 Oct. 1994 ?? ?? 02 Oct. 1994 04 Oct. 1994 04. Oct 1994
PAX / Crew P P P P member of band P
Cabin 6217 ?? 6217 deck 6 -6223? 771 ? 5205
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00
to
23:30
to
00:00
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30
00:31
00:32
20:45 h was in
conference
room on deck 4,
heard just
before closing
the conference
an engine
staring and
running with
constant high
rpm -
remembered
this afterwards,
no special
regards during
the conference
20:45 h was in
conference
room on deck 4,
disturbing noise
so loud that
conference was
closed down,
noise like
hydraulic pump
conference on
deck 4, had to
give a speech,
showed
overheads,
while a high
whining noise
started, had to
speak up, end
of speech,
break, hostess
asked to if the
noise could
turned off, could
nothing do
about it, noise
changed to turn
on/ off, even
more disturbing,
conference
closed
15...20min
earlier than
planed, 20:40 or
20:45 Swedish
time!!
went to bed in
cabin on deck 6
band stopped
playing due to
sea state, a
dancer tumbled
due to sea state

3 Testimonies Page 15
Witness 5 5 5 6 7 8
Name P76 P76 P76 P49 C37 P15
Source SPF GGE GGE SPF SPF SPF
Date 04 Oct. 1994 ?? ?? 02 Oct. 1994 04 Oct. 1994 04. Oct 1994
PAX / Crew P P P P member of band P
Cabin 6217 ?? 6217 deck 6 -6223? 771 ? 5205
00:33
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:00
01:01
01:02
01:03
01:04
01:05 list to PS first list
01:06 back to 0° list
felt change in
ship motion
suddenly felt 2
or 3 shocks
vessel heeled
over slowly,
came up,
heeled deeper,
tables sliding,
no engine
noises
further list
stepwise
was awoken at
1:00am by
Gutelind due to
heavy list to PS
increasing list,
luggage slipping
and blocking
cabin door
01:07 on corridor
01:08
01:09
01:10
01:11
01:13
01:14
01:15
01:16
01:17
01:18
01:19
01:20
01:21
01:22
01:23
01:24
01:25
01:26
list PS, more
then before,
glasses fell of
the bar
lights were
01:12 on way out bar
flickering, but at staircase
counter slipped
away
short horn, list
90°, steam
when funnel hit
water - two
persons
escaping
emergency exit
near funnel, one
yelling: "Water
is coming up
form car deck"
came back, list
70°.. .90°, two
persons coming
out of a door
near funnel,
smaller one:
"water coming
up from the car
deck
list increasing
outside deck 7,
list 45°
water flushing in
door deck 7
heard 3 times
horn (sound like
lorry) lights out
heavy list, back
to upright
position
heard met.
noise connected
to 3-4 bangs,
seemed to
come from
below the ship
went to bed
woke up
entered 7, light
working
list to 45°,

3 Testimonies Page 16
Witness 5 5 5 6 7 8
Name P76 P76 P76 P49 C37 P15
Source SPF GGE GGE SPF SPF SPF
Date 04 Oct. 1994 ?? ?? 02 Oct. 1994 04 Oct. 1994 04. Oct 1994
PAX / Crew P P P P member of band P
Cabin 6217 ?? 6217 deck 6 -6223? 771 ? 5205
01:27
01:28
01:29
01:30
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
lights went out
distress rocket
lighting the
scene
ship sunk
has seen keel of
Estonia up side
down, stern
under water, at
front a "buckle"
saw "Mariella"
on STB side
was on
conference trip
onboard Estonia
walked on hull,
broke through
window, injured,
watch damaged
at 01:31 am
Estonia upside
down
bow under
water stern out
of water
ship sunk
his lifeboat was
astern the
Estonia
soon after the
bangs ship
started to list,
casino table
slipped
increasing list
something by
loudspeaker
list to STB, time
from 1st list to
sinking ca.
5min., stern
sank first
90°, fog horn
blowing, lights
off
final sinking
was on
conference trip
by his company
Statoil, Dept.
Gas market

3 Testimonies Page 17
Witness 9 9 10 11 12 13
Name P59 P59 P12 P16 P48 P83
Source GGE SPF SPF SPF SPF SPF
Date 03. Oct 1994 04. Oct 1994 05. Oct 1994 05. Oct 1994
PAX / Crew P P P P, but employed P
Cabin ??? Deck 4 622 4131 by 4329 Estline / 4331 AB /
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00
to
went to bed
21:00h: visited
bridge,
remembered
exactly vessel
was heading
262°, wind
speed about
20km/h
drove on
Estonia at
18:40h to STB,
few cars /
mostly trucks on
board, after
leaving Tallinn,
went on car
deck to fetch a
pillow from his
car
23:30 went to bed
to
ship motion
increasing
couldn’t sleep,
because ship
was "bouncing"
was in the fore
part of the
vessel on deck
5
00:00 went to bed
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
heard and felt a
metallic bang
against the hull,
never heard
such a bang on
a ferry before,
shortly after first
list, stayed at
this list, could
see water
nearby the STB
windows
00:11 list about 45°
00:12
00:13
00:14
00:15 list increased
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30
00:31
00:32
15 min before
list heard one
heavy metallic
banging noises
and then
another two
announcement
"Mayday
+something.
about the list"

3 Testimonies Page 18
Witness 9 9 10 11 12 13
Name P59 P59 P12 P16 P48 P83
Source GGE SPF SPF SPF SPF SPF
Date 03. Oct 1994 04. Oct 1994 05. Oct 1994 05. Oct 1994
PAX / Crew P P P P, but employed P
Cabin ??? Deck 4 622 4131 by 4329 Estline / 4331 AB /
00:33
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
4333 ?
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:01
01:02
01:03
01:04
was in cabin,
tried to sleep
hard bang, to
01:00 hard to come
from the storm
2heavybangs
dull, from bow
01:05 2nd met. bang
01:06
left cabin, list
01:07
25°
01:08
01:09
01:10 reach outside
01:11
01:12
01:13
01:14
01:15
01:16
01:17
01:18
01:19
01:20
01:21
01:22
01:23
01:24
01:25
01:26
list 45°, life vest
on
loosed a
Ladder, lights
flickering
climbing ladder,
light off
swimming
01:00h: woke up
due to a bang
and seesaw
dressed, left his
cabin
first heel, was in
staircase
decrease of
heel, but list
list increasing,
30°, ship stayed
in this position
for about 15
min., ---
heeling a bit
more?? --
- heard a
bell ringing,
while
distributing the
life vests
capsizing
started
heard a loud
signal, when list
heard a noise,
like pitching in a
big wave, slight
list, but
something was
abnormal, left
the pub, nearly
upright walking,
1min later heavy
list
list increasing
stepwise
at a list of 45°
the light went
out for two times
came back and
shortly after
there was a
blackout

3 Testimonies Page 19
Witness 9 9 10 11 12 13
Name P59 P59 P12 P16 P48 P83
Source GGE SPF SPF SPF SPF SPF
Date 03. Oct 1994 04. Oct 1994 05. Oct 1994 05. Oct 1994
PAX / Crew P P P P, but employed P
Cabin ??? Deck 4 622 4131 by 4329 Estline / 4331 AB /
01:27
01:28
01:29
01:30
01:31
01:32
01:33
sinking of vessel
4333 ?
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
vessel turned
upside down,
sank stern first,
bow up in an
angle of 15°
90°: heard a
signal,
interpreted this
to leave the ship
and jumped into
the water
didn’t smell
anything
unusual, didn’t
recognize any
water ingress,
didn’t hear any
announcements,
time estimated
from pub to
jumping in the
water 20...30
min.
left vessel
(washed away)
without wearing
a lifejacket

3 Testimonies Page 20
Witness 14 16 18 19 20 22
Name P60 P18 P17 P71 P69 P93
Source SPF SPF SPF SPF SPF SPF
Date 05. Oct 1994 05. Oct 1994 06. Oct 1994 07. Oct 1994 05. Oct 1994 10.10.94
PAX / Crew P P P P P P
Cabin 4222/4223?? 1002 5229 1015 63?? 1049
Time
19:00
to
20:00
To
21:00
To
22:00
To
trucks weren’t
lashed
23:00 went to bed
went to bed
To
23:30
To
00:00 went to bed
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30
00:31
00:32

3 Testimonies Page 21
Witness 14 16 18 19 20 22
Name P60 P18 P17 P71 P69 P93
Source SPF SPF SPF SPF SPF SPF
Date 05. Oct 1994 05. Oct 1994 06. Oct 1994 07. Oct 1994 05. Oct 1994 10.10.94
PAX / Crew P P P P P P
Cabin 4222/4223?? 1002 5229 1015 63?? 1049
00:33
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:00
01:01
01:02
01:03
01:04
01:05
01:06
01:07
01:08
01:09
01:10
01:11
01:12
01:13
01:14
01:15
01:16
01:17
01:18
01:19
01:20
01:21
01:22
01:23
01:24
01:25
01:26
was in cabin,
when ship starts
bucking
unusually he left
his cabin, went
3 decks upward,
stepped outside,
went to a
lifeboat, he
recognized that
he was nor able
to lower the
lifeboat without
tools, no
information by
loudspeaker
were given,
heeling was
quickly, he saw
water on STBcorridors
on his
way up, lights
went off just
before reaching
90°, the vessel
stayed at 90° for
a shot time, at
90° he heard a
loud ship’s
whistle, the ferry
was nearly
upside down
when she sank,
there was a loud
noise when the
tackled air was
blown out of the
ferry
was thrown out
of his bed,
needed plenty
of time to reach
outside, when
reaching outside
the ferry laid on
her side
woke up by one
metallic bang,
the bang
sounds like
steel-plates
crushing against
each other,
immediately
after the bang
the first heel
started, just
after the first
heel she left her
cabin, on the
way to the next
higher deck the
list increased,
she had to
crawl, reaching
the outside deck
the ferry laid on
her side, list
increased
further
woke up due to
heavy list to STB,
heard bang, heard
Ferry heeled all of
a sudden ending
with a list of 15°,
10 sec later
another heel, and
just close to it
another heel
ending at 40°
at 90° he heard a
fog horn blasting,
the only alarm
signal he heard
heard familiar
noise, maybe
hydraulic, thought
about visor
heard metallic
bang
another met. bang
left his cabin, ferry
trimmed to the aft,
and then heeled
to STB
on stairs to Car
Deck saw water
downstairs
due to list it was
difficult to reach

3 Testimonies Page 22
Witness 14 16 18 19 20 22
Name P60 P18 P17 P71 P69 P93
Source SPF SPF SPF SPF SPF SPF
Date 05. Oct 1994 05. Oct 1994 06. Oct 1994 07. Oct 1994 05. Oct 1994 10.10.94
PAX / Crew P P P P P P
Cabin 4222/4223?? 1002 5229 1015 63?? 1049
01:27
01:28
01:29
01:30
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
Comments
truck driver,
sailed at least
50 times with
MV Estonia,
heard no
explosion, the
whole sinking
sequence lasted
about an hour
she estimated the
time need from
leaving the cabin
to reaching the life
raft to a few
minutes, saw no
sings on the ferry
what to do in case
of an emergency,
saw during the
whole sequence
no crew member,
first list was heavy
then the list
increased by and
by, smelt "Diesel"
when ferry was
lying on her side,
her cabin was very
in the front and
she supposes that
the metallic bang
came from the
bow visor
ship upside down,
bow ahead
sinking
Propeller
disappeared

3 Testimonies Page 23
Witness 23 25 25 26 28 28
Name P35 P1 P1 P5 P9 P9
Source SPF SPF SPF SPF SPF SPF
Date 11. Oct. 1994 28.09.1994 03.10.1994 29.09.1994 01.10.1994 01.10.1994
PAX / Crew P P P P P P
Cabin 1007 4319 4319 6129 5128 5128
Time
19:00
to
20:00
to
21:00
to
22:00
to
went to bed
23:00
to
23:30
to
did not really
sleep due to ship
motions
00:00
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
went to outside
decks far in he
front, carpets
between deck 5
and 6 were wet,
there was a trickle
of water, to deck 6
it became dryer
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30 went to bed
00:31
00:32

3 Testimonies Page 24
Witness 23 25 25 26 28 28
Name P35 P1 P1 P5 P9 P9
Source SPF SPF SPF SPF SPF SPF
Date 11. Oct. 1994 28.09.1994 03.10.1994 29.09.1994 01.10.1994 01.10.1994
PAX / Crew P P P P P P
Cabin 1007 4319 4319 6129 5128 5128
00:33
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:00
01:01
01:02
01:03
01:04
01:05
01:06
01:07
01:08
01:09
01:10
01:11
01:12
01:13
01:14
01:15
01:16
01:17
01:18
01:19
01:20
01:21
01:22
01:23
01:24
01:25
01:26
he was in
Karaoke-Bar,
storm was heavy,
glasses fell, then
a heavy heel to
Starboard came,
was going to
sleep, heard a
forcibly crack, the
ferry started to
heel
he went to the
deck with the life
rafts, list was 90°,
he jumped in a life
boat an them in a
life raft, short aft
the list the lights
went out,
emergency light
went out, he
thought that it took
35 min form the
crack to his jump
into the water
knows the time of
met. crack not
exactly, supposes
5 or 10 min past
one o'clock
two heavy roll
motions, then a
list to STB started,
things fell off the
table, chair, table,
things slid in front
of the cabin door
an blocked it
internally, she
throw the thing in
the toilet and
stepped out the
cabin, on the way
to deck 7 she
heard an
announcement by
a woman
"Mayday",
reached deck 7,
got a life vest,
afoul in a rope of
a life raft, climbed
in it
first sound was
like a car, 30 to 60
sec later there
was a small
metallic bang, 40
to 50 sec later a
strong metallic
bang was heard,
1-2 min later the
engine stopped 1-
2 later a list to
STB started,
about 20°, list
increased
stepwise, outside
deck 7 he tried to
loosening a life
raft, inflated it,
climbed in and slid
on the ship's side
into the water,
light were on to a
list of about 90°,
flickered and went
out
hard wave
impacts, unusual
sound, engines
stopped
outside he heard
"alarm you can’t
not hear"

3 Testimonies Page 25
Witness 23 25 25 26 28 28
Name P35 P1 P1 P5 P9 P9
Source SPF SPF SPF SPF SPF SPF
Date 11. Oct. 1994 28.09.1994 03.10.1994 29.09.1994 01.10.1994 01.10.1994
PAX / Crew P P P P P P
Cabin 1007 4319 4319 6129 5128 5128
01:27
01:28
01:29
01:30
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
did not hear any
announcement
he heard one
announcement of
maybe a woman,
it was not possible
to identify the
language, the list
at the time of the
announcement
was about 45°,
ship sank in about
90° condition , he
didn't smell
anything strange,
his car is a Mazda

3 Testimonies Page 26
Witness 28a 29 30 32 33 34
Name P10 P8 C3 P19 P24
Source SPF SPF SPF SPF SPF SPF
Date 29.09.1994 typed 03.10.1994 01.10.1994 01.10.1994 02.10.1994 02.10.1994
PAX / Crew P P P Crew, Musician P P
Cabin 4602 ??? 6119 770 on Deck 7 6107 Deck 5, 5503???
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00
to
23:30
Member of
"Henrik Gojs
Orkester"
played in bar on
Deck 7, should
play till 01:00h but
due to ship’s
movement ended
at 23:40h
travelled together
with a group of
Stockholm police
to
00:00
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30
00:31
00:32
00:33
went to cabin and
stayed there

3 Testimonies Page 27
Witness 28a 29 30 32 33 34
Name P10 P8 C3 P19 P24
Source SPF SPF SPF SPF SPF SPF
Date 29.09.1994 typed 03.10.1994 01.10.1994 01.10.1994 02.10.1994 02.10.1994
PAX / Crew P P P Crew, Musician P P
Cabin 4602 ??? 6119 770 on Deck 7 6107 Deck 5, 5503???
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:00
01:01
01:02
01:03
01:04
01:05
01:06
01:07
01:08
01:09
01:10
01:11
01:12
01:13
01:14
01:15
01:16
was in pub on
Deck 5
heavy hits, one
bang heel to PS
increased
bang, coming
from bow
out, there was an
01:17 sea, injured his
announcement he
vessel heeled
arm, managed to
01:18 couldn't
2nd bang
enter a life raft
01:19
understand
01:20
because it was
immediately after
Estonian
01:21
2nd bang vessel
01:22
heeled to
Portside, chairs
01:23
and tables fell,
01:24
injured at head
01:25
01:26
01:27
went to but
couldn't fell asleep
due to seastate,
suddenly the ferry
heeled to Portside
about 45°,
connected to the
heeling he heard
a tough noise a
strong slump like
a truck tipping
over, he crawled
out of his cabin,
recognized panic
on the floor, went
back to his cabin,
dressed, left cabin
crawling and
climbing up to
Deck 7, while on
the way to Deck 7
lights went to
one of crew
ordered to build a
chain to help
people out of the
pub, he moved to
Deck 6, heel was
now 45° and it
went on quick to
90°, he climbed to
Deck 7, some
people managed
to loosen life rafts,
at 90° lights went
he recognized a
small list, but
short afterwards
the list increased
still not very
strong, a third
increase of list so
strong, that things
fell, he thought
this movement are
not due to
seastate and left
his cabin, 2 short
bell signals were
heard, to reach
the outer deck he
has to climb,
outside was panic,
list about 20°, 2
crew tried to lower
a lifeboat, but
missed due to the
list, life vests were
distributed, crew:
"we got to bring
life raft into the
water", vessel at
90° he climbed
over the reeling
and the side of the
ship was now the
bottom, he was
washed into the
was in Karaoke
Bar, ship moving
heavily, glasses
hanging above the
bar fell, everything
in the bar
suddenly
collapsed, a chain
of human being
were build and
she managed to
reach the outside
deck, life vests
were distributed,
she put one on,
lights flickered
and connected to
this a long signal
were heard,
managed to get
outside Deck 6

3 Testimonies Page 28
Witness 28a 29 30 32 33 34
Name P10 P8 C3 P19 P24
Source SPF SPF SPF SPF SPF SPF
Date 29.09.1994 typed 03.10.1994 01.10.1994 01.10.1994 02.10.1994 02.10.1994
PAX / Crew P P P Crew, Musician P P
Cabin 4602 ??? 6119 770 on Deck 7 6107 Deck 5, 5503???
01:28
01:29
01:30
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
ferry sank bow
first, didn't hear
any alarm, but
something like a
doorbell
works on a
shipyard and
owned a boat. He
heard 3 bangs
within 2 min. He
described the
sound of the
bangs like strokes
with a hammer, he
means to locate
the noise from the
bow on Portside,
he said the ferry
roll not much, but
pitched in head
seas
he didn't see how
the Estonia sank
2 short bell
signals were
heard,
announcement by
loudspeaker were
heard but on
Estonian, ship
sank by aft, a
officer named
Vasil acted in a
very professional
way brought may
lift rafts into the
water
she is not able to
give any
particulars about
the time
sequence, was
some time
unconscious, she
woke up on a life
raft, she did not
see how the ship
sank, saw not
lifeboats or life
rafts before
heard a bang and
lights went off, it
came back and
went finally out,
stand on the
ship’s side, beside
him a life raft and
grabbed a rope
and slid with the
raft into the water,
two men heaved
him inside
heard no
announcements,
smelled nothing
unusual, saw no
water entering the
ship, he didn’t see
how the ship sank

3 Testimonies Page 29
Witness 35 36 37 38 38 39
Name P20 P21 P27 P26 P26 P25
Source SPF SPF SPF SPF GGE SPF
Date 29.09.1994 30.09.1994 02.10.1994 02.10.1994 ??? 01 Oct 1994
PAX / Crew P P P P P P
Cabin Deck 6 6126 no cabin 1047
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00
to
23:30
to
00:00
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30
00:31
00:32
00:33
nonofficial
translating
interview by
telephone
watch broken,
woke up from 2
heavy bangs,
went upwards to
aft, heard
Typhoon (whistle)
twice, condition of
ship changed very
fast, went
downwards to aft
now, smelled oil,
smelled a bit
burnt, some
smoke in the air,
saw no other
ferries, in
Huddinge Hospital
P79 was not
allowed to give a
full statement

3 Testimonies Page 30
Witness 35 36 37 38 38 39
Name P20 P21 P27 P26 P26 P25
Source SPF SPF SPF SPF GGE SPF
Date 29.09.1994 30.09.1994 02.10.1994 02.10.1994 ??? 01 Oct 1994
PAX / Crew P P P P P P
Cabin Deck 6 6126 no cabin 1047
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
was in Karaoke
Bar
was in Karaoke
Bar
was in cafe on
Deck 5 sleeping
on a sofa
the vessel started
from the sofa,
recognized a
01:00 to heel, the list
climbed to the exit
heavy list, short
finished dinner
01:01
after list increased
01:02
01:03
01:04
01:05
01:06
01:07
01:08
01:09
01:10
01:11
01:12
01:13
01:14
01:15
01:16
01:17
01:18
01:19
01:20
01:21
01:22
01:23
01:24
01:25
01:26
01:27
was in
Discothèque on
Deck 6 or 7, when
increased and
things fell, when
he recognized the
Situation, he ran
to the lifeboats
and managed to
reach a life raft
took stairs to next
higher Deck
reached outside
Deck list about
30°, put life vest
on
list about. 80...85°
slipped, fell into
the water, saw a
life raft, swam to it
and climbed in
bang came from
Car deck, list
started, glasses
and bottles fell,
after first heeling
the ferry had a list
of about 20°,
lights went three
times out and on,
20 min after first
list completely
dark, list 90°
woke up by falling
china, heard a
hard bang, fall
asleep again and
woke up by falling
on fixed tables,
saw a crew
member helping
persons on the
way up, climbed
outside herself,
got a life vest,
tried to loosening
a life raft but didn’t
manage it, vessel
started turning
completely so she
walked towards
the water, slipped
and slid into it, just
in front of her was
a life raft, she was
pulled into it.
went to karaoke
bar
moderator: last
song, bar closing
at 01:30, list 45°

3 Testimonies Page 31
Witness 35 36 37 38 38 39
Name P20 P21 P27 P26 P26 P25
Source SPF SPF SPF SPF GGE SPF
Date 29.09.1994 30.09.1994 02.10.1994 02.10.1994 ??? 01 Oct 1994
PAX / Crew P P P P P P
Cabin Deck 6 6126 no cabin 1047
01:28
01:29
bar falling, chaos
01:30
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
saw nobody from
the crew
heard no
announcements,
saw no water
entering the ship,
he did not see
how the ship sank
saw no water
entering the ship,
he did not see
how the ship
sank, was alone in
life raft, travelled
without car
heard no
announcement,
she had no watch
managed to reach
Deck 7, "relatively
easy to walk
upstairs", looking
down he could
see the car deck
and saw water
coming from car
deck entering the
inner part of the
ship, he saw
nobody on the
corridor, he put a
life vest on, ferry
capsized, there
was a short time
between turning
upside down and
final sinking, keel
area was red
painted and he
saw a marine
propeller and a
second smaller
one in a hole
heard NO bang,
heard no
announcements
by loudspeaker,
saw nobody of the
crew, about 5
minutes after
heeling lights off,
ship laying on her
side two horn
blasts were heard,
after the sinking
life rafts entered
the surface, he
saw no damages
at the ferry

3 Testimonies Page 32
Witness 39 39 40 40 41 41
Name P25 P25 P31 P31 C6 C6
Source SPF GGE SPF SPF GGE GGE
Date 07 Oct 1994 01 Oct 1994 01 Oct 1994 06 Oct 1994 09. Aug 96 09. Aug 96
PAX / Crew P P P P C (Croupier) C (Croupier)
Cabin 1047 1047 Deck 6? Deck 6? 8843, aft, STB
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00
to
23:30
to
00:00
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30
00:31
00:32
00:33
went sleeping and
fell asleep
before 1st
permanent list
heard by walkietalkie
that C16
told bridge of
water on car deck
Was at work in the
casino on Deck 6
next to dancing
restaurant "Baltic
Bar", chips (jetton)
were falling into
the play card
table, seconds
later the vessel
was shaking,
afterwards the
ferry reduced
velocity and
heeled a little but
didn’t upright
again, the
situation was
strange to him,

3 Testimonies Page 33
Witness 39 39 40 40 41 41
Name P25 P25 P31 P31 C6 C6
Source SPF GGE SPF SPF GGE GGE
Date 07 Oct 1994 01 Oct 1994 01 Oct 1994 06 Oct 1994 09. Aug 96 09. Aug 96
PAX / Crew P P P P C (Croupier) C (Croupier)
Cabin 1047 1047 Deck 6? Deck 6? 8843, aft, STB
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:00
01:01
01:02
01:03
01:04
01:05
01:06
01:07
01:08
01:09
01:10
01:11
01:12
01:13
01:14
01:15
01:16
01:17
01:18
01:19
01:20
01:21
01:22
01:23
01:24
was in karaoke
bar on deck 4
01:25 list 45°
01:26
01:27
bar desk fell on
top of the
personnel
woke up by an
weird noise like
the propellers
were coming out
of the water with
every rolling, he
got up, ferry
heeled, things fell
from the table, he
left his cabin and
saw people, some
hardly dressed,
lights on, people
were helping each
other to get
outside, list of the
vessel increased
at first jerkily and
quickly then it
increased more
slowly, lights
flickered and
lighted then with
less intensity
probable the
emergency lights,
someone
distributed life
vests he put one
on, he tried to
enter a life raft,
but it was full he
detained to a rope
of the life raft and
slid with it into the
water, got tangled
up with the rope,
came free and
swam to another
life raft and were
pulled in
was in casino
when Estonia got
the first
permanent list,
engine sound
disappeared like
the ship stopped,
proper smell was
heard first list and
some glasses fell
down 10...15sec.
but max. 30sec.
The ship got a list
of about 20°...30° ,
only one metallic
sound was heard,
first permanent list
at 01:10am
...01:15am.
seastate nothing
special, but
special was spray
on crew’s
dayroom, ship
listed again 1min
after the first big
list, could not see
Viking and Silja
Line, before 45°
list announcement
"Häire, Häire" by a
woman and
something in
addition by a man
shouted
somebody blows
the foghorn at
nearly 90°

3 Testimonies Page 34
Witness 39 39 40 40 41 41
Name P25 P25 P31 P31 C6 C6
Source SPF GGE SPF SPF GGE GGE
Date 07 Oct 1994 01 Oct 1994 01 Oct 1994 06 Oct 1994 09. Aug 96 09. Aug 96
PAX / Crew P P P P C (Croupier) C (Croupier)
Cabin 1047 1047 Deck 6? Deck 6? 8843, aft, STB
01:28
01:29
01:30
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
During the whole
evening he was
on Deck 4, 5 and
6 in shops,
restaurants and
other facilities. He
saw no officers/
mates, but just
one engine crew
member and
female crew
members of the
service, literally:
"nobody with
ribbons on his
arms" - this was
different to former
voyages.
saw down to
corridor deck 4
water coming from
car deck
2 blasts by fog
horn
did not hear any
bangs, when ship
heeled, ship
turned completely
upside down
before sinking,
finial sinking very
fast, light off 5 min
after keel
developed talked
to crew member,
was told of 50cm
water on car deck
Cabin: he entered
ship, went two
stairs upwards and
turned to the aft for
about. 40...50m -
his cabin had no
window, heard no
explosions and
smelled nothing
unusual, didn’t see
how the ferry sank,
fog horn blasting
for about a minute,
travelled often with
ferries and was
seaman in his
youth, maybe
something was said
by loudspeaker,
later Mayday came
by loudspeaker
added something
to his testimony:
he thought that
the crew of this
vessel were
amateurs, he had
slept when heard
the weird noise,
he said, it was not
possible to drive
such a large
vessel with a high
velocity in such
kind of weather
heard no
explosion, bangs

3 Testimonies Page 35
Witness 42 43 43 44 46 51
Name P33 P44 P44 P7 C15 P66
Source SPF SPF GGE SPF GGE SPF
Date 01. Oct 94 01. Oct 94 08. Aug 96 03. Oct 94 09. Aug 96 30. Sep 94
PAX / Crew P P, lorry driver C P
Cabin 4405 4214 1094
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00
to
23:30
to
00:00
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30
00:31
00:32
00:33
was in cabin, was
not able to eat
due of the wave
induced motions
of the ship,
went to bed

3 Testimonies Page 36
Witness 42 43 43 44 46 51
Name P33 P44 P44 P7 C15 P66
Source SPF SPF GGE SPF GGE SPF
Date 01. Oct 94 01. Oct 94 08. Aug 96 03. Oct 94 09. Aug 96 30. Sep 94
PAX / Crew P P, lorry driver C P
Cabin 4405 4214 1094
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46 went to casino
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:00
01:01
01:02
01:03
01:04
01:05
01:06
01:07
01:08
01:09
01:10
01:11
01:12
01:13
01:14
01:15
01:16
01:17
01:18
01:19
01:20
01:21
01:22
01:23
01:24
01:25
01:26
01:27
was in his cabin
preparing for bed,
leaving the
bathroom he
recognized an
abnormal list, the
vessel didn’t
upright again, he
could see the sea
out of his cabin
window, he left his
cabin, the list was
so heavy that one
has to lean
against the wall
for walking, saw
persons sliding
down the lobby,
he followed the
green exit/
emergency exit
signs, climbed
stairs up, finally
he reached deck 7
outside, on his
way up he saw no
water in the ship,
he was not in
panic, but scared
by the list of the
vessel so heavy
that the wall is
now the floor, put
a life vest on,
there was a bang
probable from a
wave, loosing his
balance by the
bang and fell into
the water
at the beginning
of the sinking he
was in his cabin,
an inside cabin
without window,
he heard several
bangs and one
loud bang like
cutting in strong
steel, he
recognized that
something is
unusual and he
wanted to leave
the cabin on his
way from the bed
to the cabin door
the ferry heeled
when opening the
cabin door nearly
every door on the
corridor opens,
engine sound
were heard, lights
on, he pulled
himself at the
balustrade up to
deck 7, he put a
life vest on
23:45pm he went
to bed,
Immediately he
heard a metallic
knocking sound,
finally he powerful
metallic blow, he
left immediately
his cabin in
underwear and
being on the
corridor the list
began
was in Karaoke
bar
went back to her
cabin
list to STB
people had to try
hard to come to
the upper deck,
she had to hold
herself tight to the
balustrade, list
increased again
and the increasing
of the list
accelerated
talked to Peter
Järvinen about the
weather, chips
were jumping out
of their places,
she left the casino
5 min after the list
together with
Peter Järvinen,
just after the first
list the ship
became silent and
stopped fully
all of a sudden
heard two strong
unusual sounds
like scratching,
coming from
below, he left his
cabin and saw on
the corridor a
"small
vattensträng" a
small rill, ferry had
a small list, he
was not sure
whether a list or
motion due to
seastate, went
upstairs told two
crew members
about the rill went
outside,
distributed life
vests and tried
later to loosen a
life boat but didn't
manage, went to a
life raft but this
was not inflated
and he saw other
inflated rafts so he
jumped into the
water

3 Testimonies Page 37
Witness 42 43 43 44 46 51
Name P33 P44 P44 P7 C15 P66
Source SPF SPF GGE SPF GGE SPF
Date 01. Oct 94 01. Oct 94 08. Aug 96 03. Oct 94 09. Aug 96 30. Sep 94
PAX / Crew P P, lorry driver C P
Cabin 4405 4214 1094
01:28
01:29
01:30
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
on his way up he
saw no water in
the ship, it was
not possible to
bring the lifeboats
down into the
water, only the life
rafts, he heard an
short
announcement in
Estonia by
loudspeaker when
he entered Deck
7, maybe he
heard an alarm
signal, vessel
sinking by stern,
he was not on the
car deck
heard no alarm
signal or bell, has
travelled with the
"Estonia" before
once a week since
1,5 years, has not
seen water
entering the ferry,
didn’t see how the
ship sank, his
lorry wasn’t
lashed - it was
never lashed on
trips on MV
"Estonia" before
travels with Estonia
every week, crew
often great problems
to open the ramp,
the crew often used
a heavy hammer and
a crowbar to open
the locking. The
opening could take
up to 20 min. he has
never seen clothing
in the sides of the
ramp to seal it, he
heard from his
friends in the crew
that there were a
celebration for those
crew members who
will change to MV
Vironia
she did not see
water in the ship
he heard an alarm
when he told the
crew-member
about the rill,
lights went out,
when he was
outside

3 Testimonies Page 38
Witness 57 77 80 80 80 82
Name P85 C10 C11 C11 C11 C16
Source GGE GGE GGE GGE GGE GGE
Date 29. Sep 94 29. Sep 94 29. Sep 94 07. Oct 1994 07. Feb 95 29. Sep 94
PAX / Crew P C C (practising for C (practising for C (practising for C (Mate)
Cabin 1618 (4618?) deck 7 second 4103 mate) second 4103 mate) second 4103 mate)
Time
19:00
to
20:00
to
21:00
20:30pm small list
boarding at
16:20pm
boarding at
16:20pm
left car deck at
18:40h
to
22:00 started tour
to
23:00
to
23:30
to
00:00
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30 went to cabin
00:31
00:32
00:33
C16: everything
OK
on bridge, wind
20...25m/sec from
port side, initial
speed 15...16kn,
Capt Anderson
was on bridge at
23:30 to 24:00h.
gave order to
extend stabilizers,
2nd officer
explained that
would drop speed,
stabilizers were
deployed at
waypoint an
changing course
at 24:00h, all
waves from
ahead, initially
normal course
near Estonian
coast were used,
full load on car
deck with cars
and trucks, but
upper car decks
were not in use.
ship had list
2°...4° from jetty
on which couldn’t
be corrected,
because ballast
tanks are full
went to his cabin,
left notes, went to
Admirals Pub
22:35 on car deck,
water came in by
ventilation duct
happens more
than one
on car deck storm
increased, ship
motions so heavy

3 Testimonies Page 39
Witness 57 77 80 80 80 82
Name P85 C10 C11 C11 C11 C16
Source GGE GGE GGE GGE GGE GGE
Date 29. Sep 94 29. Sep 94 29. Sep 94 07. Oct 1994 07. Feb 95 29. Sep 94
PAX / Crew P C C (practising for C (practising for C (practising for C (Mate)
Cabin 1618 (4618?) deck 7 second 4103 mate) second 4103 mate) second 4103 mate)
00:34
00:35 left bridge
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
went to his cabin,
put the notebook
in, went to the
"Admirals Pub",
saw nobody he
knows an went to
his cabin again
tried to sleep, but
never fell asleep,
heard strange
noise, did not
know what it was
saw C16 at
Admirals Pub
00:30...00:40
went to his cabin,
washed, go to
bed, but didn’t fell
asleep
heard a hard
heel heard bang
00:58 strange noise for
in staircase on bridge
00:59
loud "crash", ship
order to check
01:00 heeled to STB
again
him as seaman
between deck 6
unfamiliar,
and 7 (thought
became curious
moving trucks and
01:01
about the noise
hitting each other)
01:02
and dressed,
one weird noise
on deck 7 heel so at info, list things
01:03 situation calm
before putting on
great only sliding,
shoes, ship
01:04 crawling was back to deck7
01:05
01:06
01:07
01:08
01:09
01:05am was on
outside deck at
bridge put life vest
on
list about 5°, quiet
noise
dressing and
waiting for
instruction
01:10 list about 30°
01:11 out of cabin
01:12 lights short off
01:13
01:14
01:15
01:16
01:17
01:18
01:19
01:20
lights flickering
and went out,
heard a loud fog
horn
suddenly list to
60°...70° lights off
fore reaching 90°,
emergency lights
off short after 90°
list 90°
01:21
01:22
01:23
01:24
01:25 ship vertical
01:26 aft sunk first
01:27
heeled and table
slid towards the
door, went up,
while between 6th
and 7th floor
heard rather felt a
vibration: believes
that cars slid
against each
other, thereafter
list increased
remarkably,
reached deck 7
distributed life
jackets with Vello
Ruben
heard strange
noise, might have
a blow, not a
sound you hear at
sae, then the ship
heeled, he
dressed, table slid
against door, ran
out of cabin, few
people on deck 4,
at info on deck 5
20...30 people,
got to deck 6 very
difficult due to the
possible, out on
deck 7 started to
distribute life vests
together with V.
Ruben, list
45°...50° rope
ladders were
lowered, list 80°,
stern already
sinks
told bridge by
radio men in panic

3 Testimonies Page 40
Witness 57 77 80 80 80 82
Name P85 C10 C11 C11 C11 C16
Source GGE GGE GGE GGE GGE GGE
Date 29. Sep 94 29. Sep 94 29. Sep 94 07. Oct 1994 07. Feb 95 29. Sep 94
PAX / Crew P C C (practising for C (practising for C (practising for C (Mate)
Cabin 1618 (4618?) deck 7 second 4103 mate) second 4103 mate) second 4103 mate)
01:28
01:29 90° list run to aft
01:30 look on watch look on watch
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
heard no
announcements
by loudspeaker,
no instructions by
the crew
was in cabin
before the
disaster started
ran to stern slid
into water
some alarm
message via
radio, did not
understand, lights
went out for a few
seconds, engines
not running
anymore
when the funnel
was half under
water last horn
sound
stern already
under water up to
stabilizer-fin-level,
slid in water under
a raft
had been
assigned on M/S
Vironia
missing bow visor,
sinking by stern,
ship finally upside
down, from first
list to final sinking
15...20min.

3 Testimonies Page 41
Witness 82 82 82 94 94 94
Name C16 C16 C16 C36 C36 C36
Source GGE GGE GGE GGE GGE GGE
Date 03. Oct.1994 17. Oct.1994 Mar 1995 28. Sep 94 28. Sep 94 29. Sep 94
PAX / Crew C (Mate) C (Mate) C (Mate) C, 3rd engineer C, 3rd engineer C, 3rd engineer
Cabin
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00
1°...2° list STB at
departure
although he tried
to compensate by
heeling tanks
1° list STB ,
heeling tanks full,
heard by walkietalkie
the order to
lash the cargo due
to the expected
seastate
to
23:30
to
00:00 start working
on duty in ECR
00:01
00:02 speed 15kn
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30 tour started round started
00:31 (on bridge)
00:32
00:33

3 Testimonies Page 42
Witness 82 82 82 94 94 94
Name C16 C16 C16 C36 C36 C36
Source GGE GGE GGE GGE GGE GGE
Date 03. Oct.1994 17. Oct.1994 Mar 1995 28. Sep 94 28. Sep 94 29. Sep 94
PAX / Crew C (Mate) C (Mate) C (Mate) C, 3rd engineer C, 3rd engineer C, 3rd engineer
Cabin
00:34
00:35 on car deck
00:36 (start at stern)
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44 on car deck
loud noises heard,
doors locked,
waited for 5min
order from bridge
light green door
closed
00:45 heard crash left car deck
00:46 (behind ramp)
00:47
00:48
00:49
00:50 bottom deck
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:00 on bridge on bridge
01:01 bow still there
01:02 list of 10°
01:05
01:06
01:07
01:08
01:09
01:10
01:11
01:12
01:13
01:14
2nd and 4th
officer there
01:03 captain came
went down to
01:04
deck 4 (want to
car deck) turned
around to deck 7
distributed life
vests on deck 7
heeling at 01:01h
can’t get down
due to heeling,
from bridge visor,
antenna and lamp
in place, left
bridge, went
down, people:
water on 1st deck
15 min spent on
car deck
list 30°
vessel was
shaking
01:00h two double
hard strokes
against bow
3...4 bangs,
turned camera
towards the bow,
saw very much
water coming in
and immediately a
list 10°...15°
water only on car
deck not in engine
room
01:15 01:15h saw on
2 heavy waves
01:16
camera water
water ingress
gushed in on car
01:17
deck
01:18
01:19
01:20
01:21
01:22
01:23
quick increase to
10°...15°, 4 ME
run, 2 aux run,
tried to trim, failed
01:20h bridge: is
possible to list to first main engines
PS?, list 30...35°: on PS stopped,
PS engines stop, then the two of
5...6kn, 4th eng STB, started aux
01:24 stop, 3rd stop, aux eng, power was ME 1, 2 stop
01:25
run there, started
01:26 pumping water out ME 4 stop
01:27
of ship
ME 3 stop

3 Testimonies Page 43
Witness 82 82 82 94 94 94
Name C16 C16 C16 C36 C36 C36
Source GGE GGE GGE GGE GGE GGE
Date 03. Oct.1994 17. Oct.1994 Mar 1995 28. Sep 94 28. Sep 94 29. Sep 94
PAX / Crew C (Mate) C (Mate) C (Mate) C, 3rd engineer C, 3rd engineer C, 3rd engineer
Cabin
01:28
01:29
list about 45° aux
01:30 stop, emergency
40°...45° list
Start
01:31
aux eng stop
01:32
01:33
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
Comments
bridge: fresh
water STB out
01:34
left ECR to control
no, no power
emergency diesel
when reached
left ECR to deck,
deck 8th nearly
because nothing
90° list,
to do
emergency
generator
no water in ER
functioned for a
doors closed
while, went out
ran to sternwards
a life raft
only control lamps He thinks the
show, whether the waves came from
visor is looked or the funnel side,
not, car deck was ship speed 15kn,
fully loaded, after 4 engines running,
the crash he did it was said alarm
not see any water in Estonian and
penetrate, after English, then the
the crash within fog horn was
5min. no noise sounded
was heard, after
the list he heard
"Mr. Skylight" the
code for a fire
alarm, he heard
two spells
left ballast tank full
and right empty -
creation of a PS
list not possible,
tried to fill the PS
tank at stern,
failed only air
sucked, list
30°...35° PS
engines
automatically
disconnected start
again in vain,
before leaving
ECR Captain
wants to know, if
possible to pump
fresh water over
board - but not
enough electricity
two years employed
on Estonia,
bunkered fuel on
26.09.1994 in
Stockholm, the two
waves were quick
after each other,
never experienced
so heavy bangs on a
ship ever before, the
picture of the camera
was quite unclear,
because the camera
was washed over,
pump sucking air
only, ME stop by
automatic-shutdown,
at list 90°
emergency diesel
out, heard cargo shift
while climbing up,
ship sinking by stern,
bow short upright to
45°, bow visor
missing

3 Testimonies Page 44
Witness 94 94 94 94 94 94
Name C36 C36 C36 C36 C36 C36
Source GGE GGE GGE GGE GGE GGE
Date 03. Oct 1994 11. Oct 1994 16. Oct 1994 17. Oct 1994 Mar 1995 ???
PAX / Crew C, 3rd engineer C, 3rd engineer C, 3rd engineer C, 3rd engineer C, 3rd engineer C, 3rd engineer
Cabin
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00
to
23:30
to
00:00 duty watch
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
stabilizers
00:31
deployed
00:32
00:33
speed 14.7...15kn,
560 rpm
00:30 stabilizers
arrived ECR
deployed

3 Testimonies Page 45
Witness 94 94 94 94 94 94
Name C36 C36 C36 C36 C36 C36
Source GGE GGE GGE GGE GGE GGE
Date 03. Oct 1994 11. Oct 1994 16. Oct 1994 17. Oct 1994 Mar 1995 ???
PAX / Crew C, 3rd engineer C, 3rd engineer C, 3rd engineer C, 3rd engineer C, 3rd engineer C, 3rd engineer
Cabin
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:03
01:04
01:05
01:06
01:07
01:08
01:09
01:10
01:11
01:12
01:13
01:14
01:15
01:16
01:17
about 14,5kn, C16
on car deck
14,7kn
01:00 C16 on cam C16 on cam
01:01 2 bangs, not
speed 10... 11kn,
ordinary wave
01:02
500rpm
impacts, lots of
water pressing
trough sides of
ramp
C16 report to
bridge
water coming in
around the ramp
edges
heard some
strong bangs
2...3, looked on
monitor of car
deck, saw water
ingress
no speed
reduction
saw C16 on
camera
water pressing in
heard C16 by
walkie-talkie water
on car deck
01:18 PS eng stop
01:19 list 25°...30°
01:20 Mr. Skylight were Mr. Skylight
STB eng stop
01:21
sounded
01:22 all engines
aux eng stop
01:23
500rpm
01:24
01:25
01:26
01:27
engines stop
engines stop
Mr. Skylight
order from bridge
ballast water
pumping
re-pump fresh
water possible?

3 Testimonies Page 46
Witness 94 94 94 94 94 94
Name C36 C36 C36 C36 C36 C36
Source GGE GGE GGE GGE GGE GGE
Date 03. Oct 1994 11. Oct 1994 16. Oct 1994 17. Oct 1994 Mar 1995 ???
PAX / Crew C, 3rd engineer C, 3rd engineer C, 3rd engineer C, 3rd engineer C, 3rd engineer C, 3rd engineer
Cabin
01:28
01:29
01:30 left ER
aux stop / lights
left ER 70-80°
01:31 list about 90° 70°...75° list
out
01:32 left ECR
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
left ECR by
funnel, went to
emergency
generator and
went out on deck
during the casualty
none of the engines
were running full
power or full speed,
pumps did not
manage to pump
seawater due to
list, heeling tank
STB 150t PS 180t
capacity, left the
engine room by the
funnel the engine
room was dry,
watertight doors
were closed, no
pumps to pump out
water on car deck,
bulb was intact
when vessel sank,
4 engines at about
70%...74% power,
speed almost
15kn, ship sank
stern first, ship
sank 15min after
water on car deck
seen, camera
mounted in the
roof of the car
deck on the
central casing
bulkhead
ship sank
500rpm means at
normal pitch
10...11kn (during
casualty)
ship sank
normal rpm
580...600, no
change in pitch
observed, lube oil
level higher than
normal in engines
water ingress
water was
smashing against
the camera,
recognized the
voice in walkietalkie
as C16
telling bridge that
water is on car
deck but could not
see him on
monitors, 4th
mate asked for
Ballast water
pumping
left ER at list
65°...70°

3 Testimonies Page 47
Witness 97 109 110 113 120 120
Name P90 C32 C28 C25 C19 C19
Source GGE GGE GGE GGE GGE GGE
Date 03.Oct 1994 08. Mar 1995 02. Sep 96 29. Sep 94 03. Oct 95 29. Sep 94
PAX / Crew P C (motorman) C (Clerk) C (kitchen) C C
Cabin 6320 7013 7026
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00 went to bed
to
23:30
to
00:00
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30 heavy bang went to bed
00:31 list to STB
00:32
00:33 in drive more list

3 Testimonies Page 48
Witness 97 109 110 113 120 120
Name P90 C32 C28 C25 C19 C19
Source GGE GGE GGE GGE GGE GGE
Date 03.Oct 1994 08. Mar 1995 02. Sep 96 29. Sep 94 03. Oct 95 29. Sep 94
PAX / Crew P C (motorman) C (Clerk) C (kitchen) C C
Cabin 6320 7013 7026
00:34
00:35 another bang
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:00
01:01
01:02
01:03
01:04
01:05
01:06
01:07
01:08
01:09
01:10
01:11
01:12
01:13
01:14
01:16
01:17
01:18
01:19
01:20
01:21
01:22
01:23
01:24
01:25
01:26
01:27
announcement in
Estonian
3rd bang, his son
broke arm
woke up from
curtain sliding,
and band, list
began
while waking due woke up due to a
lurch up, the ship mirror falling from
was vibrating, wall, recognized
sliding in bed due list, looked in
to list, switched on corridor, heard
walkie-talkie mo "Skylight 1" and
01:15 traffic, by "Skylight 2", got
woke up, list
loudspeaker some
announcements
e.g. "Alarm", saw
C16 on deck at a
list of 45°
distributing life
vests, C28 made
life rafts ready
dressed, water to
level of deck 7,
engines were not
running anymore,
before leaving the
ship: long foghorn
blast, when funnel
already under
water
vibrations => main
engine running,
couldn’t dress
himself standing,
due to heavy list,
woman’s voice:
"Alarm, alarm",

3 Testimonies Page 49
Witness 97 109 110 113 120 120
Name P90 C32 C28 C25 C19 C19
Source GGE GGE GGE GGE GGE GGE
Date 03.Oct 1994 08. Mar 1995 02. Sep 96 29. Sep 94 03. Oct 95 29. Sep 94
PAX / Crew P C (motorman) C (Clerk) C (kitchen) C C
Cabin 6320 7013 7026
01:28
01:29
01:30
01:31
sinking of ship
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
2...3 min horn
while going down
left his cabin by ship sank by stern
climbing out of the
window, did not
hear "Mr Skylight
1", black out at a
list of 60°...70° in
connection when
engines stopped,
3 times warnings
in Estonian were
given, warning
shortly before
sinking ship
practically on side
everything OK
during his watch,
last steering
engine check at
beginning of
week, ship left on
time at 19:00,
watch 04:00-08:00
and 16:00-20:00

3 Testimonies Page 50
Witness 124 124 124 124 126 127
Name C33 C33 C33 C33 P13 P42
Source GGE GGE GGE GGE GGE GGE
Date 28. Sep 94 28. Sep 94 29. Sep 94 10. Mar 1995 28. Sep 94 29. Sep 94
PAX / Crew C, engineer C, engineer C, engineer C, engineer P P
Cabin deck 7 deck 7 deck 7 6304 (5304?) deck pass.
Time
19:00
to
20:00
to
21:00
to
22:00
to
23:00
departure without
heel
TIMES
CORRECT???
to
23:30 heavy rolling
to
00:00 searchlight on
00:01
00:02
00:03
00:04
00:05
00:06
00:07
00:08
00:09
00:10
00:11
00:12
00:13
00:14
00:15
00:16
00:17
00:18
00:19
00:20
00:21
00:22
00:23
00:24
00:25
00:26
00:27
00:28
00:29
00:30
00:31
00:32
woke up by crew
to repair a toilet
00:33 walked due to the
repair on deck 0,
ordered to ECR,
deck 0
waves became
heavier and more
water seemed to
come in on the
foredeck
00:26am:
considerable part
of the stem
bouncing up, that
part rose an sank.
There was a
straight through
opening in the
stem water
sprouted in,
search lighter off,
no engine sound
anymore, bow
seemed to sink
under water

3 Testimonies Page 51
Witness 124 124 124 124 126 127
Name C33 C33 C33 C33 P13 P42
Source GGE GGE GGE GGE GGE GGE
Date 28. Sep 94 28. Sep 94 29. Sep 94 10. Mar 1995 28. Sep 94 29. Sep 94
PAX / Crew C, engineer C, engineer C, engineer C, engineer P P
Cabin deck 7 deck 7 deck 7 6304 (5304?) deck pass.
00:34
00:35
00:36
00:37
00:38
00:39
00:40
00:41
00:42
00:43
00:44
00:45
00:46
00:47
00:48
00:49
00:50
00:51
00:52
00:53
00:54
00:55
00:56
00:57
00:58
00:59
01:00
01:01
01:02
01:03
01:04
01:05
01:06
01:07
01:08
01:10
01:11
01:12
01:13
01:14
01:15
01:16
01:17
01:18
01:19
01:20
01:21
01:22
01:23
01:24
01:25
01:26
01:27
found problem
on site
two, three hard
heavy list STB,
walked to ECR,
wave impacts,
saw on monitor of
thereafter ship
heeled, he back to
car deck water
ingress, maybe on
ECR
more on STB,
visor not visible by water entering car
camera, always deck seen
water ingress
although there
watertight doors
was no wave
closed
01:09 impact, due to list 30°...35°
lack of fuel
because of list
firstly two then the
3rd and the 4th
main engine
stopped, didn’t
know if two or 4
aux eng running,
at list of 40°...45°,
bridge asked if
trim by heeling
tanks possible,
everybody, except
C36 left ECR, at
that time electric
power was
delivered, at being
at deck 6 blackout
2...3 sec
emergency eng
started, light came
back until a list of
minimum 90°, at
trucks not moving
at list of 40° ME
stopped, aux
running
bridge: possible to
stabilize?, left
ECR
aux off
80°...85° fog horn
two impacts
woke up by
indefinable
shocking differing
from normal
noises of the ferry,
shocking repeated
regularly 4 to 5
times "tong
tong,..." noise
break and
repeating, the
noise coming from
below and front,
the noise was not
suddenly, no
explosion and not
induced due
seastate, stood up
dressed the ship
heeled and the
furniture slid into
the door, first list
was 25°...30° this
list stayed for a
quiet long time, no
instruction by
staff, being on
outside area there
was a short
announcement in
Estonian list
increased to 45°,
ship stay about
half an hour
(rough estimation)
from 30° to 45°,
but without trim,
navigational light
on till 50°...60°
black, but came
again, at the
horizon two ships
but didn’t
approach, list over
90° lights
completely off,
when the ship was
nearly upside
down the stern
started to sink,
bulbous bow
upright, looking
normal, bow flap
looking normal,
the final sinking
was very quick,
stabilizer fin
looking normal
00:28am thought
the ship would
sink, began to
remove a
tarpaulin from a
lifeboat for 10...20
min., six Estlinemen
began to
remove lifeboats
(capsules'), light
were flickering

3 Testimonies Page 52
Witness 124 124 124 124 126 127
Name C33 C33 C33 C33 P13 P42
Source GGE GGE GGE GGE GGE GGE
Date 28. Sep 94 28. Sep 94 29. Sep 94 10. Mar 1995 28. Sep 94 29. Sep 94
PAX / Crew C, engineer C, engineer C, engineer C, engineer P P
Cabin deck 7 deck 7 deck 7 6304 (5304?) deck pass.
01:28
01:29
01:30
01:31
01:32
01:33
01:34
01:35
01:36
01:37
01:38
01:39
01:40
01:41
01:42
01:43
01:44
01:45
01:46
01:47
01:48
01:49
01:50
01:51
01:52
01:53
01:54
01:55
01:56
01:57
01:58
01:59
02:00
02:01
02:02
02:03
02:04
Comments
ship turned on
side in 20min.,
sank bow first,
was in ECR,
towards the end
saw cars move,
got out at a list of
75°...80°
time on board was
Estonian time, as
well as his watch,
ship sank by stern
first, bow upright,
visor missing, time
from seeing water
ingress on monitor
to final sinking
15...20min,
vessel sank stern
first, visor was
gone
visor was gone,
"Mr. Skylight"-
Signal were given
when main
engines already
shut off, had to do
lifeboat no 9 but
due to the list
didn’t get there
Travelled without
car, sales
manager from
"United Distillers"
sold alcohol to the
ship, over all
about 100 sea
days on this ship
inclusive that time
at former owners,
knows some of
the staff, some
are friends
car deck fully
loaded with cars,
heavy cars, trucks
etc on both sides,
had no cabin
Figure 3.2: Synoptic Time Schedule

3 Testimonies Page 53
3.4 Other significant Observations
3.4.1 Effect of Water on the forecastle
The Chief Mate on the RoRo-Ferry MV Amber recognized MV Estonia on the radar
screen little to 23.00h Estonian time on the ARPA. The CPA was calculated to 1.5nm, the
course of MV Estonia to about 260° to 265°. The ARPA calculated the speed of MV
Estonia to about 18 to 19kn. At the CPA, which was reached at about 23:15h or 23:20h
Estonian Time, the Chief Mate watched MV Estonia by binoculars. MV Estonia was
obviously sailing full speed, pitched heavily and took a significant amount of water on her
forecastle. The Chief Mate declared, he had never before seen a ferry in the Baltic
pitching that heavily.
The fore castle of MV Estonia was – according to the observations of the Chief Mate
continuously refilled with seawater by at least spray. The water may have poured into the
bow visor and filled it.
From the visor, the water may have entered the Main Car Deck through the gaps of the
non properly sealing bow ramp. A water ingress through gaps at both sides of the ramp
was stated by the crew member C33. He saw this on a Monitor in the ECR, the camera
was fixed under the ceiling and focussed the bow ramp.
See Figure 6.1, p. 66 in the Final Report of the JAIC [JAIC02].
It seems therefore to be a realistic assumption for a scenario, that some amount of water
has already been accumulated on the Main Car Deck before the visor was lost.
3.4.2 Effect of Stern Ramp Operation
As well possible is that the crew opened the stern ramp a little to run off the water out of
the vessel. To keep the stern ramp in its slightly opened position, a continuous operation
of the hydraulic pump was necessary. A high frequency noise, which was most likely
caused by a hydraulic pump, caused a conference to end in evening, on Deck 4 in the
stern area. It is stated in the testimonies, that a member of this conference asked a crew
member, whether it is possible to stop this disturbing noise, but it wasn’t. Consequently
the conference ended.

3 Testimonies Page 54
3.5 Evaluation of the Testimonies
Result of this synoptic time schedule is that MV Estonia pitched and rolled during the
night from September 27 th to September 28 th , 1994, occasionally heavy or very heavy. At
about 00:30h Estonian time the two stabilizer fins were deployed, the rolling was damped,
but still distinct noticeable. Half an hour later, at about 01:00h, two or maybe three heavy
bangs, sounding like sort of metallic, were heard with less than one minute in between.
After these two or three bangs the ship heeled to starboard up to an angle of about 30°.
The vessel up righted to some 0°, but directly after that heeled again to approximately 30°
to 40°. The MV Estonia started to upright again, but did not reach the complete upright
position. In the following 6min to 8min the list to starboard increased stepwise or in
other words a decent increase of list within a component of rolling. At circa 01:08h or
01:09h an average heeling angle of circa 30° was reached and at this angle a temporary
quasi equilibrium in floating condition appeared. Some 01:17h at about 35° the healing
angle increased more rapidly, but decent with less rolling.
There are two witnesses, which date the 90° floating condition exactly to 01:31h or
01:32h. At this condition the ship’s typhoon was blown.
The vessel sank by stern first, grounded with the stern on the seabed and kept swimming
with the bow part. The list has increased further more to maybe 110° to 120°.
The bow part disappeared from the surface most probable very close after 01:50h, but
this is not connected to a testimony of any eye-witness. The time of the final sinking was
worked out by the last radar contacts of the MV Mariella.
The announcement “Häire, häire, leaval on häire” and the announcement “Mr. Skylight
no.1 and no.2” could not yet doubtlessly connected to an exact time. At an heeling angle
of circa 40° the main engines stopped and at an heeling angle of about 55° the auxiliary
engines stopped, which led to lapsing lights. As well, this incidents could not yet
connected to a testimony of any witness. Most likely the engines stopped automatically
due to lack of lubrication oil. The lubrication oil is sucked on of lubricating oil tank below
the engines. Due to the list the oil pumps were sucking air, this caused most probably the
automatic shout down of the four main and the four auxiliary engines.

3 Testimonies Page 55
Time Sequence of the Capsizing of MV Estonia
List to Starboard in Degree
120
110
100
90
80
70
60
50
40
30
20
10
0
0:55 1:00 1:05 1:10 1:15 1:20 1:25 1:30 1:35 1:40 1:45
Time in Minutes
Figure 3.3:Table of Time Sequence of the Capsizing of MV Estonia
Note: The points, connecting a certain list to a time of the time line, are not chained. This
shell indicate, that is not possible to reconstructed every detail in this sinking sequence.

4 Surrounding Conditions Page 56
4 Surrounding Conditions
4.1 Position of the Wreck
The Position of the wreck is at 59°22,9’ N 21°41,0’ E [BSH01]. This location is
international seaway, but “Exclusive Economic Zone” (EEZ) of Finland.
These information is given by „Bundesamt für Schifffahrt und Hydrogrhaphie“, The
German Federal Maritime and Hydrographic Agency, standing under the jurisdiction of
the Federal Ministry of Transport, Building and Urban Development.
4.2 Density of Sea Water
All calculations of the stability book of MV Estonia carried out with the density of
seawater by 1.025t/m³. For reasons of comparability, the calculations carried out in order
to validate the TUHH CAD-Model are calculated as well with a sea water density of
1.025t/m³.
The JAIC, carried out their calculations with a sea water density of 1.010t/m³ [JAIC01].
TUHH follows in their hydrostatic calculations [KHBOCK]. The area under
consideration is indicated there with 1.004 t/m³.
4.3 Weather Conditions
4.3.1 General
The information about the weather were taken from [EMHI], [FMI], [SMHI], [FIMR].
These documents were also used in The Final Report of JAIC.
4.3.2 Observations of Vessels around the MV Estonia
All vessels in the seaway under consideration reported the mean wind in the beginning of
the evening of September 27 th , 1994 to about south 10-15m/s. Later, further increasing to
south 15-20 m/s. Then 2-3 hours before midnight shifting to southwest 15-20m/s. From
the later part of the night, that is after the sinking, about west 20-25m/s with gusts up to
26-30m/s. The wave height has been estimated 4-5m, with occasional maximum waves 6-

4 Surrounding Conditions Page 57
7m before the sinking of MV Estonia, after the sinking 5-6m with occasional waves up to
7-8m.
4.3.3 Observations by Helicopters
The Swedish helicopters from the Air Force and the Navy which arrived to the site of the
sinking between 02.50h and 5.00h L.T. have made the following estimates:
Wind about west 25m/s, gusts up to 30m/s. One helicopter reported gusts up to40 m/s.
Concerning the wave heights, the range varies more than for the wind. The majority
reports 5-6m or 6-8m.
4.3.4 Wind
Before the sinking, reports were available from ferries and merchant ships. There is close
arrangement here about the southwest wind 15-20m/s, also supported by meteorological
observations and computer models. After the sinking of MV Estonia, an increase of wind
speed is to notice.
4.3.5 Significant Wave Height, Wave Length and Wave Period
However, there is a close arrangement between observations and calculations on the wave
height of 3,5-4,5m before the sinking. During the time after the sinking, there is an
increase of the significant wave height to state. The maximum wave height, both observed
by vessels and theoretical, is also in close agreement here. Occasional maximum waves
occurring before the sinking is estimated to about 7m, but statistically, an 8m wave could
have occurred every second hour. It is to state, during the rescue operation later in the
night, that swell from southwest with longer period were superimposed by wind seas
from the west with shorter periods, forming a confused sea state. Note, that the
significant wave height is calculated while the maximum wave height is based on theory,
statistics and eyewitnesses. If we have a condition with winds of 17m/s and wave heights
of around 4.0m in the northern Baltic, measurements and theoretical calculations gives a
wave period of about 8s and a wave length of about 100m.

4 Surrounding Conditions Page 58
4.3.6 Weather Conditions on the last Voyage of MV Estonia
The following figure gives an overview of the weather conditions under consideration of
weather station next to the probable positions to the corresponding time of MV Estonia.
L.T.
18:00 -
19:00
19:00 -
20:00
20:00 -
21:00
21:00 -
22:00
22:00 -
23:00
23:00 -
24:00
00:00 -
00:30
00:30 -
02:00
Position
from >>> to
Tallinn roadstead
>>>
point just west of
Naissar
Point just west of
Naissar
>>>
line Pakri / Jussarö
line Pakri / Jussarö
>>>
abeam of Osmussar
abeam of Osmussar
>>>
line Tahkuna / Russarö
line Tahkuna / Russarö
>>>
abeam of Bengtskär
abeam of Bengtskär
>>>
abeam of Ristna
abeam of Ristna
>>>
point just east of the
sinking
at the sight of the
sinking
Wind
direction
wind gusts sign. wave max wave
strength up to height height
m/s m/s m m
S -SW 8-10 13 1,0 - 1,5 2,0
S 10 -13 16 1,5 -2,0 3,0
S 11 - 15 18 2,0 - 3,0 4,0
S -SW 13 - 17 24 2,5 - 3,5 5,0
SW 13 - 17 21 3,0 - 4,0 6,0
S -SW 14 - 18 21 3,5 - 4,5 7,0
SW 16 - 20 23 3,5 - 4,5 7,0
SW 16 - 20 24 4,0 - 5,0 7,5
Figure 4.1: Table of Weather Conditions on the last Voyage of MV Estonia

5 Stability Book and Validation of TUHH-CAD-Model Page 59
5 Stability Book and Validation of TUHH-CAD-Model
5.1 General
One of the main parts of Hamburg University of Technologies in this research project is
to pre-select probable sinking scenarios by hydrostatic calculations. Before starting the
calculations a central question is, of what quality is the hydrostatic CAD-Model compared
to the original lines of the ship.
The lines of the building number S590 by Jos. L. Meyer GmbH, Germany, today’s
Meyerwerft GmbH, were digitalized to the ship design software system E4. Hydrostatic
particulars and cross curves of stability were calculated. These results were compared to
the stability book of MV Estonia. This is the base of a validation of the TUHH CAD-
Model.
To compare the results of the of the hydrostatic calculations with the original stability
book of MV Viking Sally, the former name of MV Estonia, the duck tail in the TUHH
CAD-Model was switched off. The specific gravity of seawater was adjusted to
1.025t/m³, the coefficient for displacement of the shell-plating was set to 1.007, the keelthickness
was equal to zero. The stability book says, that the calculations were carried out
on even keel , with other words with a trim equal to zero.
Detailed calculations of the hydrostatics – the hydrostatic particulars and the cross curves
of stability – including the ducktail are enclosed in the Supplementum.

5 Stability Book and Validation of TUHH-CAD-Model Page 60
5.2 Hydrostatic Particulars of MV Viking Sally
The hydrostatic particulars were calculated by the engineering company Maierform
GmbH, Bremen on June 26 th , 1980. The software “KUBLENG” was used with a
numerical integration of 46 frames.
JOS. L. MEYER
PAPENBURG EMS
HYDROSTATIC PARTICULARS
MAIERFORM GMBH, BREMEN
6891.06 – 171.120
PAGE
5 / 6 / 7
SPEC. GRAVITY OF SEA-W. = 1,025 T / CBM
COEFF. FOR DISPL. OF SHELL PL. = 1,007
TRIM = 0,000 m ON EVEN KEEL
KEEL - THICKNESS = 0.000 mm
DRAUGHTS INDICATED FOR Lpp / 2
DRAFT
BK
MOUL-
DED
VOLUME
DISPL.
FR–W.
DISPL.
SEA-W.
LCB VCB KM (T) KM (L)
WL -
AREA
LCF TMI LMI MCT BP
D /
MCT
TPCI
ALPHA
(BP)
DELTA
(BP)
Metres m 3 Metric-t. Metric-t. m m m m m 2 m m 4 m 4 MT / M -
T/C
M
- -
4,30 8999,63 9062,63 9289,19 -3,19 2,30 12,10 298,81 2461,35 -4,73 88197,7 2668554, 19421,8 0,478 25,41 0,772 0,656
4,35 9122,99 9186,85 9416,52 -3,21 2,32 12,05 297,31 2470,60 -4,84 88730,2 2691188, 19586,5 0,481 25,50 0,774 0,657
4,40 9246,85 9311,58 9544,37 -3,23 2,35 12,01 295,90 2480,08 -4,96 89274,8 2714409, 19755,5 0,483 25,60 0,777 0,658
4,45 9371,16 9436,76 9672,68 -3,25 2,38 11,96 294,60 2489,81 -5,08 89832,4 2738436, 19930,4 0,485 25,70 0,779 0,659
4,50 9495,92 9562,39 9801,45 -3,28 2,41 11,93 293,41 2499,79 -5,20 90403,3 2763347, 20111,7 0,487 25,80 0,782 0,660
4,55 9621,15 9688,50 9930,71 -3,30 2,43 11,89 292,34 2510,06 -5,32 90988,6 2789265, 20300,3 0,489 25,91 0,785 0,661
4,60 9746,88 9815,11 10060,49 -3,33 2,46 11,86 291,41 2520,65 -5,45 91589,1 2816362, 20497,5 0,491 26,02 0,787 0,662
4,65 9873,12 9942,23 10190,79 -3,36 2,49 11,83 290,63 2531,58 -5,59 92205,9 2844811, 20704,6 0,492 26,13 0,790 0,663
4,70 9999,91 10069,91 10321,65 -3,39 2,52 11,80 290,00 2542,90 -5,72 92840,2 2874778, 20922,7 0,493 26,25 0,793 0,664
4,75 10127,27 10198,16 10453,11 -3,42 2,55 11,78 289,53 2554,62 -5,86 93493,3 2906415, 21152,9 0,494 26,37 0,796 0,665
4,80 10255,24 10327,02 10585,20 -3,45 2,57 11,76 289,24 2566,79 -6,00 94166,8 2939851, 21396,3 0,495 26,49 0,799 0,665
4,85 10383,85 10456,54 10717,95 -3,48 2,60 11,74 289,12 2579,41 -6,14 94862,4 2975179, 21653,4 0,495 26,62 0,803 0,666
4,90 10513,14 10586,73 10851,40 -3,52 2,63 11,72 289,18 2592,53 -6,29 95582,8 3012559, 21925,5 0,495 26,76 0,806 0,667
4,95 10643,15 10717,73 10985,59 -3,55 2,66 11,71 289,39 2606,09 -6,44 96327,0 3051757, 22210,7 0,495 26,90 0,810 0,668
5,00 10773,88 10849,29 11120,53 -3,59 2,69 11,70 289,71 2620,00 -6,58 97095,9 3092329, 22506,0 0,494 27,04 0,814 0,669
5,05 10905,32 10981,66 11256,20 -3,63 2,71 11,69 290,11 2634,29 -6,73 97896,8 3134192, 22810,7 0,493 27,19 0,818 0,670
5,10 11037,49 11114,75 11392,62 -3,66 2,74 11,69 290,64 2649,05 -6,89 98739,8 3177634, 23126,9 0,493 27,34 0,822 0,671
5,15 11170,43 11248,62 11529,83 -3,70 2,77 11,69 291,30 2664,35 -7,05 99629,3 3223043, 23457,4 0,492 27,50 0,826 0,672
5,20 11304,15 11383,28 11667,87 -3,75 2,80 11,69 292,10 2680,17 -7,22 100566,2 3270288, 23801,2 0,490 27,66 0,830 0,673
5,25 11438,69 11518,76 11806,73 -3,79 2,83 11,70 292,98 2696,38 -7,40 101548,4 3318932, 24155,3 0,489 27,83 0,835 0,674

5 Stability Book and Validation of TUHH-CAD-Model Page 61
JOS. L. MEYER
PAPENBURG EMS
HYDROSTATIC PARTICULARS
MAIERFORM GMBH, BREMEN
6891.06 – 171.120
PAGE
5 / 6 / 7
SPEC. GRAVITY OF SEA-W. = 1,025 T / CBM
COEFF. FOR DISPL. OF SHELL PL. = 1,007
TRIM = 0,000 m ON EVEN KEEL
KEEL - THICKNESS = 0.000 mm
DRAUGHTS INDICATED FOR Lpp / 2
DRAFT
BK
MOUL-
DED
VOLUME
DISPL.
FR–W.
DISPL.
SEA-W.
LCB VCB KM (T) KM (L)
WL -
AREA
LCF TMI LMI MCT BP
D /
MCT
TPCI
ALPHA
(BP)
DELTA
(BP)
Metres m 3 Metric-t. Metric-t. m m m m m 2 m m 4 m 4 MT / M -
T/C
M
- -
5,30 11574,04 11655,06 11946,43 -3,83 2,86 11,72 293,91 2712,90 -7,57 102573,9 3368652, 24517,1 0,487 28,00 0,839 0,675
5,35 11710,21 11792,18 12086,99 -3,88 2,88 11,73 294,86 2729,63 -7,75 103639,6 3419080, 24884,1 0,486 28,17 0,844 0,677
5,40 11847,21 11930,14 12228,40 -3,92 2,91 11,75 295,79 2746,45 -7,92 104741,6 3469822, 25253,4 0,484 28,35 0,848 0,678
5,45 11985,04 12068,94 12370,66 -3,97 2,94 11,78 296,68 2763,24 -8,09 105874,7 3520473, 25622,1 0,48 28,52 0,853 0,679
5,50 12123,70 12208,56 12523,78 -4,02 2,97 11,80 297,49 2779,87 -8,25 107033,4 3570630, 25987,1 0,482 28,69 0,857 0,680
5,55 12263,17 12349,01 12657,73 -4,07 3,00 11,82 298,19 2796,24 -8,40 108211,6 3570630, 26345,8 0,480 28,86 0,862 0,681
5,60 12403,44 12490,27 12802,52 -4,12 3,03 11,85 298,77 2812,27 -8,53 109404,2 3619913, 26696,9 0,480 29,03 0,866 0,682
5,65 12544,52 12632,33 12948,14 -4,17 3,06 11,88 299,19 2827,82 -8,65 110604,3 3714850, 27036,8 0,479 29,19 0,870 0,683
5,70 12686,37 12775,17 13094,55 -4,22 3,09 11,90 299,42 2842,72 -8,75 111801,4 3759327, 27360,5 0,479 29,34 0,874 0,685
5,75 12828,95 12918,76 13241,73 -4,27 3,12 11,92 299,44 2856,98 -8,83 112986,1 3801461, 27667,1 0,479 29,49 0,878 0,686
5,80 12972,23 13063,04 13389,61 -4,32 3,15 11,95 299,29 2870,71 -8,90 114154,5 3841657, 27949,7 0,479 29,63 0,882 0,687
5,85 13116,18 13208,00 13538,20 -4,37 3,18 11,97 299,03 2884,05 -8,96 115308,3 3880521, 28242,5 0,479 29,77 0,885 0,688
5,90 13260,80 13353,62 13687,46 -4,42 3,21 11,99 298,69 2897,06 -9,00 116449,3 3918322, 28517,6 0,480 29,90 0,889 0,689
5,95 13406,06 13499,90 13837,40 -4,47 3,23 12,00 298,26 2909,74 -9,04 117576,7 3955110, 28785,4 0,481 30,03 0,892 0,691
6,00 13551,95 13646,81 13987,98 -4,52 3,26 12,02 297,76 2922,15 -9,06 118691,9 3991054, 29047,0 0,482 30,16 0,895 0,692
6,05 13698,46 13794,35 14139,21 -4,57 3,29 12,04 297,22 2934,34 -9,08 119796,9 4026322, 29303,7 0,483 30,29 0,898 0,693
6,10 13845,59 13942,51 14291,07 -4,62 3,32 12,05 296,64 2946,34 -9,09 120893,8 4061078, 29556,6 0,484 30,41 0,901 0,694
6,15 13993,31 14091,27 14443,55 -4,67 3,35 12,07 296,03 2958,19 -9,09 121985,5 4095480, 29807,0 0,485 30,53 0,904 0,696
6,20 14141,63 14240,63 14596,64 -4,72 3,38 12,09 295,40 2969,94 -9,09 123074,5 4129674, 30055,9 0,486 30,65 0,907 0,697
6,25 14290,55 14390,58 14750,34 -4,76 3,41 12,10 294,78 2981,62 -9,08 124163,4 4163798, 30304,2 0,487 30,78 0,910 0,698
6,30 14440,04 14541,12 14904,65 -4,81 3,44 12,12 294,15 2993,21 -9,07 125250,7 4197841, 30552,0 0,488 30,90 0,913 0,699
6,35 14590,12 14692,25 15059,56 -4,85 3,47 12,13 293,55 3004,85 -9,05 126348,4 4232255, 30802,4 0,489 31,02 0,916 0,700
6,40 14740,80 14843,98 15215,08 -4,89 3,50 12,15 293,00 3016,65 -9,03 127468,1 4267519, 31059,1 0,490 31,14 0,919 0,702
Figure 5.1: Table of Hydrostatic Particulars, Stability Book

5 Stability Book and Validation of TUHH-CAD-Model Page 62
5.3 Hydrostatic Particulars of TUHH-CAD-Model
The following figure shows the results of the hydrostatic particulars calculated with the
TUHH-CAD-Model.
+---------------------------+---------------------------+-------+
|Yard number: |Ship name: |Date: |
|590 |Estonia | |
+---------------------------+---------------------------+-------+
+---------------------------------------------------------------+
| Trim : 0.000 m (positive forward) |
| Heel : 0.000 Deg. (positive starboard) |
| Density sea water : 1.025 t/m3 |
| Density fresh water : 1.000 t/m3 |
| Keel thickness : 0.000 m |
| Shell plating factor : 1.007 m |
| Light ship weight : 9733.000 t |
+---------------------------------------------------------------+
+---------------------------------------------------------------+
| HYDROSTATIC TABLES |
+---------------------------------------------------------------+
| | | | | | | | |
|T AP | Dis.SW | Dis.FW | LCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+------+
| 4.300| 9293.9| 9067.2| 65.539| 2.302| 64.026| 12.128| 4.300|
| 4.350| 9421.2| 9191.4| 65.518| 2.329| 63.937| 12.082| 4.350|
| 4.400| 9549.0| 9316.1| 65.496| 2.357| 63.841| 12.040| 4.400|
| 4.450| 9677.2| 9441.2| 65.474| 2.384| 63.743| 11.999| 4.450|
| 4.500| 9805.9| 9566.7| 65.451| 2.412| 63.644| 11.960| 4.500|
| 4.550| 9935.1| 9692.8| 65.426| 2.439| 63.542| 11.923| 4.550|
| 4.600| 10064.8| 9819.3| 65.401| 2.467| 63.436| 11.888| 4.600|
| 4.650| 10195.0| 9946.4| 65.376| 2.494| 63.326| 11.855| 4.650|
| 4.700| 10325.8| 10074.0| 65.349| 2.522| 63.219| 11.823| 4.700|
| 4.750| 10457.1| 10202.1| 65.322| 2.550| 63.098| 11.795| 4.750|
| 4.800| 10589.1| 10330.8| 65.293| 2.577| 62.973| 11.769| 4.800|
| 4.850| 10721.6| 10460.1| 65.264| 2.605| 62.847| 11.746| 4.850|
| 4.900| 10854.8| 10590.0| 65.233| 2.633| 62.718| 11.726| 4.900|
| 4.950| 10988.6| 10720.6| 65.202| 2.661| 62.585| 11.709| 4.950|
| 5.000| 11123.1| 10851.8| 65.169| 2.689| 62.441| 11.695| 5.000|
| 5.050| 11258.3| 10983.7| 65.136| 2.717| 62.291| 11.683| 5.050|
| 5.100| 11394.2| 11116.3| 65.101| 2.745| 62.133| 11.675| 5.100|
| 5.150| 11530.9| 11249.6| 65.065| 2.773| 61.970| 11.671| 5.150|
| 5.200| 11668.3| 11383.7| 65.027| 2.801| 61.806| 11.669| 5.200|
| 5.250| 11806.6| 11518.6| 64.989| 2.830| 61.636| 11.671| 5.250|
| 5.300| 11945.6| 11654.3| 64.949| 2.858| 61.462| 11.678| 5.300|
| 5.350| 12085.5| 11790.7| 64.907| 2.887| 61.285| 11.687| 5.350|
| 5.400| 12226.3| 11928.1| 64.865| 2.915| 61.108| 11.701| 5.400|
| 5.450| 12367.9| 12066.3| 64.821| 2.944| 60.939| 11.718| 5.450|
| 5.500| 12510.5| 12205.3| 64.775| 2.973| 60.774| 11.739| 5.500|
| 5.550| 12654.0| 12345.3| 64.729| 3.002| 60.610| 11.763| 5.550|
| 5.600| 12798.4| 12486.2| 64.682| 3.031| 60.450| 11.789| 5.600|
| 5.650| 12943.7| 12628.0| 64.633| 3.060| 60.295| 11.818| 5.650|
| 5.700| 13089.9| 12770.6| 64.584| 3.089| 60.146| 11.848| 5.700|
| 5.750| 13237.0| 12914.2| 64.534| 3.119| 60.004| 11.881| 5.750|
| 5.800| 13385.1| 13058.6| 64.483| 3.148| 59.877| 11.913| 5.800|
| 5.850| 13533.9| 13203.9| 64.432| 3.178| 59.767| 11.943| 5.850|
| 5.900| 13683.6| 13349.9| 64.380| 3.207| 59.676| 11.971| 5.900|
| 5.950| 13834.1| 13496.7| 64.329| 3.237| 59.605| 11.997| 5.950|
| 6.000| 13985.3| 13644.2| 64.277| 3.266| 59.554| 12.020| 6.000|
| 6.050| 14137.2| 13792.4| 64.226| 3.296| 59.524| 12.040| 6.050|
| 6.100| 14289.8| 13941.3| 64.176| 3.326| 59.506| 12.059| 6.100|
| 6.150| 14443.1| 14090.8| 64.127| 3.355| 59.496| 12.079| 6.150|
| 6.200| 14596.9| 14240.9| 64.078| 3.385| 59.490| 12.098| 6.200|
| 6.250| 14751.4| 14391.7| 64.030| 3.415| 59.485| 12.119| 6.250|
| 6.300| 14906.6| 14543.0| 63.982| 3.444| 59.483| 12.141| 6.300|
| 6.350| 15062.4| 14695.0| 63.936| 3.474| 59.484| 12.164| 6.350|
| 6.400| 15218.9| 14847.7| 63.890| 3.504| 59.487| 12.187| 6.400|
+------+--------+--------+-------+-------+-------+-------+------+
Figure 5.2: Table of Hydrostatic Particulars, TUHH-CAD-Model

5 Stability Book and Validation of TUHH-CAD-Model Page 63
5.4 Cross Curves of Stability of MV Viking Sally
The cross curves of stability were calculated by the engineering company Maierform
GmbH, Bremen on September 20 th , 1979. The software “PANTOBO” was used with a
numerical integration of 49 frames.
DRAFT
BK
JOS. L. Meyer
Papenburg EMS
Building No. 590
DISPL.
SEA-W.
-CROSS CURVES OF STABILITY –
( KN – VALUES )
SMOOTH WATER
INCLINATION (DEGREES)
(M) (T) 10 20 30 45 60 75
3,50 7256 2,33 4,73 6,68 8,66 9,66 9,31
3,55 7377 2,31 4,71 6,67 8,66 9,66 9,30
3,60 7498 2,30 4,70 6,66 8,65 9,66 9,30
3,65 7619 2,29 4,68 6,65 8,65 9,65 9,29
3,70 7741 2,28 4,66 6,63 8,65 9,65 9,28
3,75 7863 2,26 4,65 6,62 8,65 9,64 9,27
3,80 7985 2,25 4,63 6,61 8,65 9,64 9,26
3,85 8108 2,24 4,62 6,60 8,65 9,63 9,25
3,90 8231 2,23 4,60 6,59 8,65 9,63 9,24
3,95 8355 2,22 4,59 6,58 8,65 9,62 9,23
4,00 8479 2,21 4,57 6,56 8,65 9,61 9,22
4,05 8604 2,20 4,56 6,55 8,65 9,61 9,21
4,10 8729 2,19 4,54 6,54 8,65 9,60 9,20
4,15 8854 2,18 4,53 6,53 8,65 9,59 9,19
4,20 8980 2,17 4,52 6,52 8,65 9,58 9,18
4,25 9106 2,16 4,50 6,51 8,65 9,54 9,18
4,30 9233 2,16 4,49 6,50 8,65 9,56 9,17
4,35 9360 2,15 4,48 6,49 8,65 9,55 9,16
4,40 9487 2,15 4,47 6,48 8,65 9,54 9,15
4,45 9615 2,14 4,45 6,47 8,64 9,53 9,13
4,50 9743 2,14 4,4 6,46 8,64 9,52 9,12
4,55 9872 2,13 4,4 6,45 8,64 9,51 9,1
4,60 10001 2,13 4,42 6,44 8,64 9,50 9,10
4,65 10131 2,13 4,41 6,43 8,63 9,49 9,09
4,70 10262 2,12 4,40 6,42 8,63 9,47 9,08
4,75 10394 2,12 4,39 6,41 8,62 9,46 9,07
4,80 10526 2,12 4,38 6,40 8,62 9,45 9,06
4,85 10659 2,12 4,37 6,39 8,61 9,44 9,05
4,90 10793 2,11 4,36 6,38 8,61 9,42 9,04
4,95 10927 2,11 4,35 6,37 8,60 9,41 9,03

5 Stability Book and Validation of TUHH-CAD-Model Page 64
DRAFT
BK
JOS. L. Meyer
Papenburg EMS
Building No. 590
DISPL.
SEA-W.
-CROSS CURVES OF STABILITY –
( KN – VALUES )
SMOOTH WATER
INCLINATION (DEGREES)
(M) (T) 10 20 30 45 60 75
5,00 11063 2,11 4,34 6,36 8,59 9,40 9,02
5,05 11198 2,11 4,33 6,35 8,59 9,38 9,00
4,10 11335 2,11 4,32 6,34 8,58 9,37 8,99
5,15 11472 2,11 4,31 6,33 8,57 9,35 8,98
5,20 11610 2,11 4,30 6,32 8,56 9,34 8,97
5,25 11749 2,11 4,29 6,31 8,55 9,32 8,96
5,30 11888 2,11 4,28 6,30 8,54 9,31 8,95
5,35 12028 2,11 4,27 6,29 8,53 9,29 8,93
5,40 12169 2,11 4,27 6,28 8,52 9,27 8,92
5,45 12311 2,11 4,26 6,27 8,51 9,26 8,91
5,50 12455 2,11 4,25 6,26 8,50 9,24 8,90
5,55 12599 2,11 4,24 6,26 8,49 9,22 8,89
5,60 12744 2,11 4,23 6,25 8,48 9,21 8,87
5,65 12889 2,11 4,23 6,24 8,47 9,19 8,86
5,70 13035 2,11 4,22 6,23 8,46 9,17 8,85
5,75 13182 2,10 4,21 6,22 8,44 9,16 8,83
5,80 13330 2,10 4,20 6,21 8,43 9,14 8,82
5,85 13478 2,10 4,20 6,21 8,42 9,12 8,81
5,90 13627 2,10 4,19 6,20 8,40 9,10 8,80
5,95 13776 2,10 4,18 6,19 8,39 9,09 8,78
6,00 13926 2,10 4,17 6,18 8,38 9,07 8,77
6,05 14077 2,10 4,16 6,17 8,36 9,05 8,76
6,10 14229 2,10 4,16 6,16 8,35 9,03 8,74
6,15 14381 2,10 4,15 6,16 8,33 9,01 8,73
6,20 14534 2,10 4,14 6,15 8,32 9,00 8,72
6,25 14688 2,10 4,14 6,14 8,30 8,98 8,70
6,30 14842 2,10 4,13 6,13 8,29 8,96 8,69
6,35 14997 2,10 4,13 6,12 8,27 8,94 8,68
6,40 15153 2,10 4,12 6,11 8,26 8,92 8,66
Figure 5.3: Cross Curves of Stability, Stability Book

5 Stability Book and Validation of TUHH-CAD-Model Page 65
5.5 Cross Curves of Stability of TUHH-CAD-Model
Following the results of the cross curves of stability calculated with the TUHH-CAD-Model.
+---------------------------+---------------------------+---------------+
|Yard number: |Ship name: |Date: |
|590 |Estonia | |
+---------------------------+---------------------------+---------------+
+-----------------------------------------------------------------------+
| Trim : 0.000 m (positive forward) |
| Density Sea Water : 1.025 t/m3 |
| Shell plating factor : 1.007 m |
+-----------------------------------------------------------------------+
+-----------------------------------------------------------------------+
| STABILITY CROSS TABLES (FIXED TRIM) |
+-----------------------------------------------------------------------+
|T AP | Dis.SW |Kn 5 |Kn 10 |Kn 20 |Kn 30 |Kn 45 |Kn 60 |Kn 75 |T FP |
|Metre | Ton |Metre |Metre |Metre |Metre |Metre |Metre |Metre |Metre |
+------+--------+------+------+------+------+------+------+------+------+
| 3.500| 7252.8| 1.166| 2.338| 4.705| 6.669| 8.656| 9.657| 9.306| 3.500|
| 3.550| 7373.6| 1.157| 2.323| 4.688| 6.657| 8.655| 9.654| 9.297| 3.550|
| 3.600| 7494.8| 1.149| 2.307| 4.670| 6.644| 8.654| 9.651| 9.288| 3.600|
| 3.650| 7616.3| 1.141| 2.293| 4.654| 6.632| 8.653| 9.647| 9.279| 3.650|
| 3.700| 7738.1| 1.133| 2.279| 4.637| 6.620| 8.652| 9.642| 9.270| 3.700|
| 3.750| 7860.3| 1.126| 2.266| 4.622| 6.608| 8.652| 9.637| 9.261| 3.750|
| 3.800| 7982.9| 1.119| 2.253| 4.606| 6.596| 8.651| 9.632| 9.252| 3.800|
| 3.850| 8105.8| 1.112| 2.241| 4.591| 6.584| 8.650| 9.626| 9.242| 3.850|
| 3.900| 8229.2| 1.106| 2.229| 4.577| 6.572| 8.649| 9.619| 9.233| 3.900|
| 3.950| 8352.9| 1.100| 2.218| 4.563| 6.560| 8.648| 9.612| 9.223| 3.950|
| 4.000| 8477.1| 1.094| 2.208| 4.549| 6.549| 8.648| 9.605| 9.213| 4.000|
| 4.050| 8601.6| 1.088| 2.198| 4.536| 6.538| 8.647| 9.597| 9.204| 4.050|
| 4.100| 8726.5| 1.083| 2.189| 4.523| 6.526| 8.647| 9.589| 9.194| 4.100|
| 4.150| 8851.8| 1.078| 2.180| 4.510| 6.515| 8.646| 9.580| 9.183| 4.150|
| 4.200| 8977.6| 1.073| 2.172| 4.498| 6.504| 8.646| 9.571| 9.173| 4.200|
| 4.250| 9103.8| 1.068| 2.164| 4.486| 6.493| 8.645| 9.562| 9.163| 4.250|
| 4.300| 9230.4| 1.064| 2.157| 4.474| 6.482| 8.645| 9.552| 9.153| 4.300|
| 4.350| 9357.5| 1.060| 2.150| 4.462| 6.472| 8.643| 9.542| 9.142| 4.350|
| 4.400| 9485.0| 1.056| 2.144| 4.451| 6.461| 8.641| 9.532| 9.132| 4.400|
| 4.450| 9613.0| 1.052| 2.138| 4.440| 6.450| 8.639| 9.521| 9.121| 4.450|
| 4.500| 9741.5| 1.049| 2.133| 4.429| 6.440| 8.636| 9.510| 9.110| 4.500|
| 4.550| 9870.4| 1.046| 2.128| 4.419| 6.430| 8.632| 9.499| 9.100| 4.550|
| 4.600| 9999.9| 1.043| 2.124| 4.408| 6.419| 8.628| 9.487| 9.089| 4.600|
| 4.650| 10129.9| 1.040| 2.120| 4.398| 6.409| 8.624| 9.475| 9.078| 4.650|
| 4.700| 10260.4| 1.038| 2.117| 4.388| 6.399| 8.619| 9.463| 9.067| 4.700|
| 4.750| 10391.4| 1.036| 2.114| 4.378| 6.389| 8.613| 9.451| 9.056| 4.750|
| 4.800| 10523.0| 1.034| 2.112| 4.369| 6.379| 8.608| 9.438| 9.044| 4.800|
| 4.850| 10655.3| 1.032| 2.110| 4.359| 6.369| 8.601| 9.425| 9.033| 4.850|
| 4.900| 10788.1| 1.031| 2.108| 4.350| 6.360| 8.595| 9.411| 9.022| 4.900|
| 4.950| 10921.6| 1.030| 2.106| 4.340| 6.350| 8.588| 9.397| 9.010| 4.950|
| 5.000| 11055.7| 1.029| 2.105| 4.331| 6.340| 8.580| 9.383| 8.999| 5.000|
| 5.050| 11190.6| 1.029| 2.104| 4.322| 6.331| 8.572| 9.369| 8.987| 5.050|
| 5.100| 11326.1| 1.028| 2.103| 4.314| 6.321| 8.564| 9.354| 8.975| 5.100|
| 5.150| 11462.4| 1.028| 2.102| 4.305| 6.312| 8.555| 9.339| 8.963| 5.150|
| 5.200| 11599.5| 1.028| 2.101| 4.296| 6.302| 8.546| 9.324| 8.951| 5.200|
| 5.250| 11737.3| 1.029| 2.101| 4.288| 6.293| 8.537| 9.308| 8.939| 5.250|
| 5.300| 11876.0| 1.029| 2.100| 4.279| 6.284| 8.527| 9.292| 8.927| 5.300|
| 5.350| 12015.5| 1.030| 2.100| 4.271| 6.275| 8.517| 9.276| 8.915| 5.350|
| 5.400| 12155.8| 1.031| 2.100| 4.263| 6.266| 8.507| 9.260| 8.903| 5.400|
| 5.450| 12297.0| 1.032| 2.101| 4.255| 6.257| 8.496| 9.243| 8.890| 5.450|
| 5.500| 12439.1| 1.033| 2.101| 4.247| 6.248| 8.485| 9.226| 8.878| 5.500|
| 5.550| 12582.1| 1.035| 2.101| 4.239| 6.239| 8.474| 9.209| 8.865| 5.550|
| 5.600| 12726.0| 1.036| 2.101| 4.232| 6.230| 8.462| 9.192| 8.852| 5.600|
| 5.650| 12870.9| 1.038| 2.102| 4.224| 6.221| 8.450| 9.174| 8.840| 5.650|
| 5.700| 13016.7| 1.039| 2.102| 4.217| 6.212| 8.438| 9.157| 8.827| 5.700|
| 5.750| 13163.4| 1.041| 2.102| 4.210| 6.204| 8.425| 9.139| 8.814| 5.750|
| 5.800| 13311.0| 1.042| 2.102| 4.203| 6.195| 8.413| 9.121| 8.801| 5.800|
| 5.850| 13459.4| 1.044| 2.103| 4.197| 6.186| 8.399| 9.103| 8.787| 5.850|
| 5.900| 13608.7| 1.046| 2.103| 4.190| 6.178| 8.386| 9.085| 8.774| 5.900|
| 5.950| 13758.8| 1.047| 2.103| 4.184| 6.170| 8.372| 9.067| 8.760| 5.950|
| 6.000| 13909.6| 1.049| 2.104| 4.178| 6.162| 8.358| 9.049| 8.747| 6.000|
| 6.050| 14061.2| 1.050| 2.104| 4.172| 6.155| 8.344| 9.030| 8.733| 6.050|
| 6.100| 14213.5| 1.052| 2.104| 4.166| 6.147| 8.330| 9.012| 8.719| 6.100|
| 6.150| 14366.4| 1.054| 2.104| 4.160| 6.140| 8.315| 8.993| 8.705| 6.150|
| 6.200| 14519.9| 1.055| 2.104| 4.155| 6.133| 8.300| 8.975| 8.691| 6.200|
| 6.250| 14674.1| 1.057| 2.104| 4.149| 6.126| 8.285| 8.956| 8.677| 6.250|
| 6.300| 14828.9| 1.058| 2.104| 4.144| 6.120| 8.269| 8.938| 8.663| 6.300|
| 6.350| 14984.4| 1.060| 2.104| 4.139| 6.113| 8.254| 8.919| 8.648| 6.350|
| 6.400| 15140.6| 1.061| 2.104| 4.134| 6.107| 8.238| 8.900| 8.634| 6.400|
+------+--------+------+------+------+------+------+------+------+------+
Figure 5.4: Cross Curves of Stability, TUHH-CAD-Model

5 Stability Book and Validation of TUHH-CAD-Model Page 66
5.6 Validation
The difference between the hydrostatic calculations of the engineering company
Maierform GmbH and the hydrostatic TUHH-CAD-Model is negligible marginal. The
difference is mostly in the dimension of one-tenth of a percent, but never more than one
percent. This accuracy is absolutely sufficient and the TUHH-CAD-Model full usable.
Figure 5.5 shows a screenshot of MV Estonia in Light Ship Weight floating condition
calculated with the TUHH-CAD-Model.
Figure 5.5: Screen Shot of Light Ship Condition of MV Estonia, TUHH-CAD-Model
Note, that the superstructure of MV Estonia is assumed as watertight – in the beginning
of this investigation. This has the consequence, that the superstructure gives a supporting
buoyancy. All calculations carried out in the scenarios in Chapter 7 consequently express
the lowest possible heeling angle – in other words the scenarios are calculated in a
conservative way. The lever arm in Figure 5.7 shows this distinctively.

5 Stability Book and Validation of TUHH-CAD-Model Page 67
Figure 5.6: Lever Arm of Light Ship Weight Condition of MV Estonia, to 60°
Figure 5.7: Lever Arm of Light Ship Weight Condition of MV Estonia, to 90°

5 Stability Book and Validation of TUHH-CAD-Model Page 68
On January 11 th , 1991 the MV Estonia - to that time ship’s name was MV Wasa King - an
inclining experiment was carried out by the engineering company ‘Ship Consulting Ltd.
OY’ Turku, Finland. They delivered on January 21 st , 1991 the last official stability book,
which was still in force for the MV Estonia. To Light Ship Condition, in the stability
book call ‘Load Case 1’, the corresponding the values are given in Figure 5.8
Parameter Value Dimension
Displacement 9733 t
Mean draught 4.47 m
Trim 2.28 m
Draught aft 5.41 m
Draught forward 3.13 m
KM 12.00 m
KG 11.56 m
GM 0.44 m
MM’ 0.00 m
GM’ 0.44 m
Figure 5.8: Load Case 1 - Light Ship Condition of MV Estonia, Stability Book
TUHH recalculated ‘Load Case 1’ – Light Ship Condition with a displacement of 9733t.
The results are given in Figure 5.9.

5 Stability Book and Validation of TUHH-CAD-Model Page 69
+---------------------------+---------------------------+---------------+
|Yard number: |Ship name: |Date: |
|590 |Estonia | |
+---------------------------+---------------------------+---------------+
+-----------------------------------------------------------------------+
| Trim : -2.280 m (positive forward) |
| Heel : 0.000 Deg. (positive starboard) |
| Density sea water : 1.025 t/m3 |
| Keel thickness : 0.000 m |
| Shell plating factor : 1.007 m |
| Light ship weight : 9733.000 t |
+-----------------------------------------------------------------------+
+-----------------------------------------------------------------------+
| HYDROSTATIC TABLES |
+-----------------------------------------------------------------------+
| | | | | | | | | |
|T AP | Dis.SW | Dis.FW | LCB | TCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.f.CL |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+-------+------+
| 5.380| 9424.2| 9194.3| 60.262|-4.E-14| 2.375| 59.469| 12.593| 3.100|
| 5.385| 9437.6| 9207.5| 60.261|-4.E-14| 2.378| 59.445| 12.591| 3.105|
| 5.390| 9451.1| 9220.6| 60.260|-4.E-14| 2.381| 59.421| 12.590| 3.110|
| 5.395| 9464.6| 9233.8| 60.259|-4.E-14| 2.384| 59.397| 12.588| 3.115|
| 5.400| 9478.1| 9246.9| 60.258|-4.E-14| 2.386| 59.373| 12.586| 3.120|
| 5.405| 9491.6| 9260.1| 60.257|-4.E-14| 2.389| 59.348| 12.585| 3.125|
| 5.410| 9505.1| 9273.3| 60.256|-4.E-14| 2.392| 59.324| 12.583| 3.130|
| 5.415| 9518.6| 9286.5| 60.254|-4.E-14| 2.395| 59.300| 12.582| 3.135|
| 5.420| 9532.2| 9299.7| 60.253|-4.E-14| 2.398| 59.275| 12.581| 3.140|
| 5.425| 9545.7| 9312.9| 60.252|-4.E-14| 2.401| 59.251| 12.579| 3.145|
| 5.430| 9559.2| 9326.1| 60.251|-3.E-14| 2.404| 59.226| 12.578| 3.150|
| 5.435| 9572.8| 9339.3| 60.249|-3.E-14| 2.407| 59.202| 12.577| 3.155|
| 5.440| 9586.4| 9352.5| 60.248|-3.E-14| 2.410| 59.177| 12.576| 3.160|
+------+--------+--------+-------+-------+-------+-------+-------+------+
Figure 5.9: Load Case 1 - Light Ship Condition of MV Estonia, TUHH recalculation 1
Obviously the values do not fit: There is a difference of 200t displacement, the KM value
is too large by nearly 0.6m. But is this calculation carried out on even keel, like in Figure
5.10 presented, it becomes clear, that the calculations in the stability book were based on
values on even keel. The consequence is, that MV Estonia is stiffer in the water than the
stability book meant it to be. This matter is regarded in TUHH calculations.
+---------------------------+---------------------------+---------------+
|Yard number: |Ship name: |Date: |
|590 |Estonia | |
+---------------------------+---------------------------+---------------+
+-----------------------------------------------------------------------+
| Trim : 0.000 m (positive forward) |
| Heel : 0.000 Deg. (positive starboard) |
| Density sea water : 1.025 t/m3 |
| Keel thickness : 0.000 m |
| Shell plating factor : 1.007 m |
| Light ship weight : 9733.000 t |
+-----------------------------------------------------------------------+
+-----------------------------------------------------------------------+
| HYDROSTATIC TABLES |
+-----------------------------------------------------------------------+
| | | | | | | | | |
|T AP | Dis.SW |Deadw.SW| LCB | TCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.f.CL |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+-------+------+
| 4.450| 9677.2| -55.8| 65.474|8.2E-13| 2.384| 63.743| 11.999| 4.450|
| 4.460| 9702.9| -30.1| 65.469|8.9E-13| 2.390| 63.723| 11.992| 4.460|
| 4.470| 9728.6| -4.4| 65.465|9.6E-13| 2.395| 63.703| 11.984| 4.470|
| 4.480| 9754.3| 21.3| 65.460|9.7E-13| 2.401| 63.684| 11.976| 4.480|
| 4.490| 9780.1| 47.1| 65.455|1.0E-12| 2.406| 63.664| 11.968| 4.490|
| 4.500| 9805.9| 72.9| 65.451|1.1E-12| 2.412| 63.644| 11.960| 4.500|
+------+--------+--------+-------+-------+-------+-------+-------+------+
Figure 5.10: Load Case 1 - Light Ship Condition of MV Estonia, TUHH recalculation 2

6 Condition of MV Estonia on Sea Bottom Page 70
6 Condition of MV Estonia on Sea Bottom
6.1 General
The request of pre-proposals for this research study says in chapter five:
“Diving on and ROV-surveying of the MV Estonia’s wreck is not permitted, due to
Swedish law and an agreement between Estonia, Finland and Sweden to consider the
location of the wreck as a final place of rest.”
So the HSVA/ TUHH consortium has no other opportunity, than falling back upon the
video-tapes, which were published by the authorities in connection to the investigation
carried out by JAIC to investigate the condition of MV Estonia on sea bottom.
According to the report of the Diving Company [ROCK] MV Estonia laid in 1994 on her
Starboard-Side in an angle of heel of about 120° on the seabed. The bow of the vessel is
heading to the East, exactly 95°/ 97° true. Due to the clay on the seabed and the position
of the vessel it is not possible to have a look on the Starboard-Side. So there is no
visibility to check by ocular inspection for instance of the condition of the windows and
the over all damage-situation.
6.2 Position of Stabilizer Fins
MV Estonia had two stabilizer fins installed, one on each side of the ship in the area of
frame e to r. According to the testimonies of crew members, the stabilizer fins were
deployed at about 00:30h Estonian time, half an hour before the first heavy heel occurred.
On the video-tape of ROV-inspection of October 3 rd , 1994 at 02:03h of in screen clock
the Port-Side stabilizer fin can be seen. The stabilizer is proceeded back in its drawn-in
position in the ship’s hull. There are no obvious damages to be noticed. Unclear is,
whether the stabilizer fin was drawn-in by the crew or MV Estonia laying on the seabed
and loosing hydraulic system pressure. In this case the stabilizer fin would swing back in
its drawn-in position by following the gravity, because the bow of the vessel lays deeper
on the sea ground than the stern and the hinge is installed sternwards.

6 Condition of MV Estonia on Sea Bottom Page 71
6.3 Position of Rudder
[ROCK] says “Both rudders are clear and do have an angle of 35 degrees to starboard”.
The rudder angle is kept identically to the same rudder angle by a connecting bar in the
steering gear room. The rudders have on the video-tape no obvious damages and the
angle of about 35° can be confirmed on video-tape of ROV-inspection of October 2 nd ,
1994 at 17:40h of the in screen clock. In this position the rudders follow the gravity in
case of a loosing system pressure and it can not definitely deduced that this position of
the rudder is the last position controlled by the bridge.
6.4 Position of Propeller Pitch
MV Estonia had two controllable pitch propellers. On video-tape of ROV-inspection on
October 2 nd , 1994 at 17:37h to 17:47h and 18:27h of the in screen clock, a propeller can
be seen. It is not possible to identify the pitch angle. By this it is not possible to deduce
which propulsion was controlled by the bridge finally.
The propellers are self-evidently undamaged.
6.5 Situation on Main Car Deck
[ROCK] says “A ROV survey was conducted in the car deck covering until a distance of
20 meters inside the wreck. It was observed that cargo had fallen to the lower side and
although trucks have not been seen it can be assumed that they have also fallen to the
lower side of the car deck.”
Consequently a cargo shift has taken place.

7 Loadcase of the Final Voyage Page 72
7 Loadcase of the Final Voyage
7.1 General
Today, it is very difficult to reconstruct the load case of the final voyage of MV Estonia.
Some components can be reconstructed very exactly, like the vehicles on the Main Car
Deck, but about the tank filling of fuel oil, lubricants, fresh or ballast water there are very
few information available.
The central document concerning tank filling is based on estimation of the shipping
company. It can be fond in the Supplementum, titled ‘Tank Filling’.
7.2 Light Ship Weight
The Light Ship Weight of MV Estonia was newly determined in an inclining experiment
on January 11 th , 1991. According to this and the first inclining experiment at the ship’s
delivery to Viking Line AB, there is a difference in mass of 313t. This difference was
explained with the additional ducktail and conversion of cabins in the upper decks, by the
company “Ship Consulting Ltd. OY”, Finland, which carried out the inclining
experiment. The Light Ship Weight of MV Estonia was determined to 9733t.
7.3 Ballast
The Chief Engineer of MV Viking Sally, the former ship’s name of MV Estonia was
integrated in the building process in 1979/ 1980 of the ship and worked till 1991 on her.
He stated, that Tank 14, the Port-Side heeling ballast water tank, had to be filled with a
amount of about 50t of water to bring the vessel in completely upright position. The
hydrostatic calculations showed, that the vessel in for example the Light Ship Condition
trims to stern. Summarizing, one can say it seems to be very reasonable, that Tank 14,
heeling ballast water tank on the Port-Side, and Tank 1, the fore peak ballast water tank
were both completely filled. This goes in line with the above mentioned estimations of
the shipping company, and with the testimonies of several crew members. The above
mentioned ballast water tank filling is used in the calculations of TUHH.

7 Loadcase of the Final Voyage Page 73
7.4 Bunker and Stores
Analogue to the ballast tank fillings, the bunker fillings were handled. A detailed list of the
bunker is given in Figure 7.2. Store components were estimated to 100t and called
‘Miscellaneous’ in Figure 7.2. Store components summarizes dishes, goods in shops, and
item necessary to run the hotel on board and so on.
7.5 Payload
Various payload components have been transported on MV Estonia in the night of her
sinking. First of all passengers and crew members – about 1000 people travelled with the
ship in the night on question. It is not possible to indicate the exact weight of these
persons, so an estimation is necessary. Including their luggage one person has an average
mass of about 0.1t. This results in about 100t mass of persons and luggage.
The largest group in payload components concerning mass were the vehicles transported
with the ship. The Main Car Deck, Deck 2, provides corresponding to the General
Arrangement Plan 850lanemeters designed in width for trucks and trailers. The Hoistable
Deck, Deck 3, was – according to the testimonies of the witnesses – not in use on the last
voyage. So all vehicles were placed on the Main Car Deck. The vehicles on Main Car
Deck were identified by license number.
The official, total passenger list provided by SPF, the “Cargo Manifest” and the “Freight
Manifest” together were listing 76 vehicles on the Main-Car-Deck. The masses and
required lanemeters of the trailer and trucks were exactly summed up. The masses and
required lanemeters of minibuses are estimated with 3t and 6lanemeters, of busses with
15t and 12lanemeters, and of cars with 1.5t and 6lanemeters.
In total 841lanemeters were occupied with a total mass of about 1113t. Used in the
calculation are 1100t, to indicate the estimation. The vehicle compilation is shown below.
Counted to payload components is as well the water of the swimming pool on Deck 0
with a mass of 25t.
All other payload components are summarized in the item “Miscellaneous”, to about
100t.
The total of payload components add 1325t.

7 Loadcase of the Final Voyage Page 74
Ser. No. Type Maker Reg. No mass LM Type of Cargo
1 Car VOLVO 125 SAF 1,5 5 ~
2 Minibus Mazda KSX 647 3 6 ~
3 Car Porsche OER 309 1,5 5 ~
4 Truck + Trailer DAF BB-JJ-55 18 16 Blankets
5 Truck + Trailer VOLVO VH-43-FG 34 16 Peatm.+ Fish
6 Truck + Trailer VOLVO NXF 876 14 18 Empty
7 Car Subaru XT-60711 1,5 5 ~
8 Car Opal CSF 709 1,5 5 ~
9 Car Saab NWD 465 1,5 5 ~
10 Lorry Scania AG 565 25 18 ~
11 Car Ford Sierra LHY 240 1,5 5 ~
12 Car Pontiac CKA 102 1,5 5 ~
13 Car VOLVO DZL 988 1,5 5 ~
14 Truck + Trailer VOLVO HFT 939 23 19 Furniture
15 Car Mercedes Waf-BJ 748 1,5 5 ~
16 Car Mitsubishi 703 AFU 1,5 5 ~
17 Car Lada 493 AFU 1,5 5 ~
18 Lorry Scania AL 65 27 20 Textiles
19 Minibus Mercedes PD 3499 3 6 ~
20 Bus VOLVO 912 ABO 15 12 ~
21 Truck + Trailer Scania DDG 182 16 16 Generals
22 Minibus Mercedes LDC 100 3 6 ~
23 Car Moskvitch 743 HEV 1,5 5 ~
24 Bus VOLVO XJB 943 15 12 ~
25 Lorry VOLVO GVD 695 25 18 ~
26 Minibus Ford MRP 794 3 6 ~
27 Car VOLVO NHC 180 1,5 5 ~
28 Truck + Trailer Scania EPG 355 50 24 Timber
29 Car VOLVO TPH 846 ? 1,5 5 ~
30 Truck + Trailer VOLVO OER 669 47 24 Flooring
31 Lorry VOLVO 250 AUN 7 9 Empty
32 Minibus VW ASR 263 3 6 ~
33 Truck + Trailer VOLVO MOV 996 55 24 Lumber
34 Truck + Trailer Scania 801 ABV 21 16 Generals
35 Lorry VOLVO 125 TAU 12 10 Generals
36 Truck + Trailer VOLVO GJO 121 32 18 Generals
37 Car VOLVO PUH 662 1,5 5 ~
38 Car VW PVY 215 ? 1,5 5 ~
39 Truck + Trailer VOLVO CSJ 052 28 21 Textiles
40 Car Dodge 289 AFR 1,5 5 ~
41 Truck + Trailer Scania NRY 806 22 18 ???

7 Loadcase of the Final Voyage Page 75
Ser. No. Type Maker Reg. No mass LM Type of Cargo
42 Truck + Trailer Scania AKC 153 54 24 Boards
43 Car VOLVO CWD 853 1,5 5 ~
44 Car Ford Sierra ERS 519 1,5 5 ~
45 Car VOLVO EXE 276 1,5 5 ~
46 Car Mercedes SLS 151 1,5 5 ~
47 Minibus Iveco CVK 445 3 6 ~
48 Minibus VW 679 AAG 3 6 ~
49 Lorry VOLVO 020 GAD 9 9 Loaded
50 Truck + Trailer DAF 688 GAD 36 18 Timber
51 Truck + Trailer VOLVO 533 EEV 28 15 Generals
52 Lorry Scania 183 RAJ 10 10 Textiles
53 Lorry VOLVO 417 EEE 11 10 Generals
54 Minibus Toyota ODT 471 3 6 ~
55 Truck + Trailer VOLVO NLT 251 29 15 Fish Frozen
56 Truck + Trailer Scania AA 65 27 20 Textiles
57 Car VOLVO 110 AET 1,5 5 ~
58 Car Saab FAU 388 1,5 5 ~
59 Minibus VW 979 AFN 3 6 ~
60 Car Mercedes NTX 278 1,5 5 ~
61 Trailer ~ CXW 384 29 14 Polyethylene
62 Trailer ~ GXW 803 16 13 Generals
63 Trailer ~ GCU 777 30 14 Furniture
64 Trailer ~ PUE 652 19 14 Wooden Mat.
65 Truck + Trailer ~ GWD 695 50 24 Wood
66 Trailer ~ PGU 212 35 13 Chipboards
67 Trailer ~ 398 BB 10 13 Generals
68 Trailer ~ PZS 089 31 13 Wood
69 Trailer ~ PMG 172 28 13 Furniture
70 Lorry ~ 015 SAA 9 8 Textiles
71 Trailer ~ LFB 202 34 13 Star Redboard
72 Trailer ~ EOB 968 17 13 Generals
73 Truck + Trailer ~ AS 7312 18 16 Generals
74 Lorry ~ AEC 769 6 10 Empty
75 Lorry ~ 890 SAC 9 10 Textiles
76 Truck + Trailer ~ 116 AFT 19 16 Generals
Figure 7.1: Vehicles on Main Car Deck

7 Loadcase of the Final Voyage Page 76
7.6 Summery – Load Case Compilation
The following table gives an overview of the load case compilation used for the TUHH
calculations of the last voyage of MV Estonia, right column, and compares this to the
compilation of the JAIC Final Report, middle column.
Type JAIC TUHH
Tank 10 – HFO (IFO 180)
105t
Tank 11 – HFO (IFO 180)
250t
105t
Daytank 36 – HFO (IFO 180)
25t
Settling Tank 38 – HFO (IFO 180)
20t
Tank 18 - MDO
35t
26t
Tank 41 - MDO
8t
Tank 20 - Gas oil 10t 10t
Tank 1 – Ballast Water
360t
173t
Tank 14 – Ballast Water
186t
Fresh Water 300t ***
Tank 4A – Fresh Water
55t
Tank 4B – Fresh Water
74t
Tank 5 – Fresh Water
***
144t
Tank 56 – Fresh Water ***
Tank 29 – Fresh Cool Water ***
Tank 17 – Fresh Water Circulation
***
Mass of Vehicle on Car Deck 1100t 1100t
Crew and Passenger, incl. Luggage 100t 100t
Miscellaneous liquids 50t 50t (TK19)
Pool *** 25t
Miscellaneous 95t 100t
Sum Deadweight 2300t 2306t
Light Ship Weight 9750t 9733t
Total Sum 12050t 12039t
Figure 7.2: Load Case Compilation and Comparison to JAIC

8 Hydrostatic Scenarios Page 77
8 Hydrostatic Scenarios
8.1 General
The hydrostatic calculations, carried out in this report, shell give an overview of the
influence the water has got in different compartments due to the list. But this chapter
does not answer the question what caused the water ingress and what circumstance the
water entered MV Estonia.
8.2 Overview and Approach
The point of view to approach the hydrostatic calculations aiming to pre-select to a
probable sinking scenario or probable sinking scenarios of MV Estonia is to have close
look at the testimonies. Several witnesses stated that they saw water on the Main Car
Deck after the vessel had heeled heavily to the Starboard side. So the first step is to take
the Main Car Deck under consideration in scenario No.1. For the hydrostatic calculation
the Main Car Deck is assumed to be watertight to all inner doors. This means water is not
able to flow in lower decks. The Main Car Deck is flooded in the calculation in steps
firstly in small amounts of water and further on the steps became wider and the amount
becomes more largely. The calculations concerning the floating condition carried out
include the Geometry of the Main Car Deck, the developing free surfaces and all fluid
shifting moments and coupling terms.
The scenarios No. 2 to No. 5 are combining several selected amounts of water on the
Main Car Deck including the above mentioned parameters with a cargo-shift of the
vehicles of the Main Car Deck. For the hydrostatic calculations the movement of the
vehicles is carried out in 0.2 metre steps with a whole movement range of 4 metres to the
Starboard side. The range of cargo shift of 4m was selected, knowing that this range is
most likely to large. But in this scenarios the influence of a cargo shift shall be
investigated and the consequences due to list. There are own tasks, investigating cargo
shift matters in detail.

8 Hydrostatic Scenarios Page 78
The scenarios No. 6 to No. 15 are as well combinations. In these cases of water on the
Main Car Deck and water lower compartments. The steps of the amount of water filled in
the compartments under consideration are comparably small, beginning with 5t. Further
on the steps are widened. Depending on the size of the compartments, the calculated
range of the mass of water in this compartments is larger chosen. Example for this are the
Main Engine Room and the Auxiliary Engine Room: they are calculated up to 250t water
in it for various amounts of water on the Main Car Deck.
Scenario 16 is a combination of water on Main Car Deck and water in six lower
compartments. Each compartment was investigated separately in former scenarios in
combination with water on the Main Car Deck. and water in this compartment.
This scenario was arranged to show basically the coaction of water on the Main Car Deck
on the one hand and on the other hand water several other compartments. By this, the
total area of free surfaces is comparably large and the influence of the free surfaces
decreases the stability of the vessel. Main intention is to show the range of steady list,
which is possible to achieve.
Scenario 17 follows consequently scenario 16. The whole setting of scenario 16 is
repeated, but added by cargo shift of the vehicles on the Main Car Deck. And again the
range is extended to 4m shift of TCG of the vehicles. This is carried out show the
influence of the coaction of large free surfaces on several decks and a cargo shift of the
vehicles on Main Car Deck. This TCG shift is carried out in the same way, like it is done
in scenarios No. 2 to scenario No. 5.
To mention it again: the TCG shift of the vehicles on the Main Car Deck of 4m is most
likely to large and it was placed here to show a wide range. Much more exact calculations
due to cargo shift in general will be carried out in later tasks.
Finally scenario 18 represents – from the hydrostatic point of view – a likely scenario: a
certain amount of water on the Main Car Deck , various amounts of water on Deck 0 and
Deck 1, both generating large free surfaces. Additionally this is by sliding vehicles on the
Main Car Deck.

8 Hydrostatic Scenarios Page 79
8.3 Scenario 1
In scenario No.1 the investigation is focused on the heeling behaviour with water on
Main Car Deck, Deck 4.
A pre-heel of MV Estonia assumed to 1.22° to Starboard-Side – a heel of 1° to 3° is
mentioned in several testimonies. The calculation carried out containing water on Main
Car Deck in 50t steps up to 2000t, in 100t steps to 3000t, 250t steps to 10000t and up to
16000t in 1000t steps.
A separate calculation were carried out for 16105t, a 100% filled Main Car Deck.
In this calculations the doors of Main Car Deck are assumed to be closed and watertight.
Figure 8.1: Scenario 1 – Compartment under Consideration
Water on Main Car Deck and Heeling-Angle
List of Vessel in Deg
60,00
55,00
50,00
45,00
40,00
35,00
30,00
25,00
20,00
15,00
10,00
5,00
0,00
-5,00
-10,00
-15,00
0 1500 3000 4500 6000 7500 9000 10500 12000 13500 15000 16500
Mass of Water in t
Figure 8.2: Water on Main Car Deck, full Range, Mass over List

8 Hydrostatic Scenarios Page 80
Water on Main Car Deck and Heeling-Angle
List of Vessel in Deg
50,00
45,00
40,00
35,00
30,00
25,00
20,00
15,00
10,00
5,00
0,00
0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000
Mass of Water in t
Figure 8.3: Water on Main Car Deck, Range till 3000t, Mass over List
The following two figures show the behaviour of water on Main Car Deck over
dh/dPhiequi. dh/dPhiequi is the derivative of the lever arm at the heeling angle phi in an
equilibrium floating condition. The larger the distance of the centre of gravity to the meta
centre, the more energy is necessary to heel the vessel out of is equilibrium floating
condition. With other words the vessel is stiffer in its equilibrium floating condition the
larger the distance of these two points.
Figure 8.3 shows the whole range of the investigated task , and Figure 8.4 shows the
range to 3000t water on the Main Car Deck more detailed.

8 Hydrostatic Scenarios Page 81
Water on Main Car Deck dh/dPhi in Equilibrium
dh/dPhi equi in m
6,00
5,50
5,00
4,50
4,00
3,50
3,00
2,50
2,00
1,50
1,00
0,50
0,00
0 1500 3000 4500 6000 7500 9000 10500 12000 13500 15000 16500
Mass of Water on Car Deck in t
Figure 8.4: Water on Main Car Deck, full Range, Mass over dh/dPhiequi
Water on Main Car Deck, dh/dPhi in Equilibrium
2,50
2,25
2,00
dh/dPhi equi in m
1,75
1,50
1,25
1,00
0,75
0,50
0,25
0,00
0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000
Mass of Water on Car Deck in t
Figure 8.5: Water on Main Car Deck, Range till 3000t, Mass over dh/dphiequi

8 Hydrostatic Scenarios Page 82
The calculations in detail:
0t water on Main Car Deck
+---------------------------+---------------------------+------------+
|Yard number: |Ship name: |Date: |
|590 |Estonia | |
+---------------------------+---------------------------+------------+
+--------------------------------------------------------------------+
| |
|Equilibrium Floating Condition of Case: |
|FIN_VOY_TUHH_SCEN1 |
|Shell Plating Factor: 1.007 |Density of Sea Water: 1.004 t/m3 |
| |
|--------------------------------------------------------------------|
| |
|For the determination of the floating condition, the VCG is |
|corrected for all partly filled tanks according to the initial |
|free surface moment as stated in the loadcase item tables below. |
| |
|--------------------------------------------------------------------|
| |
|Equilibrium Floating Condition : |
| |
|Ships Weight : 12038.974 t |
|Longit. Centre of Gravity : 63.551 m.b.AP |
|Transv. Centre of Gravity : -0.026 m.f.CL |
|Vertic. Centre of Gravity (Solid) : 10.584 m.a.BL |
|Free Surface Correction of V.C.G. : 0.098 m |
|Vertic. Centre of Gravity (Corrected) : 10.683 m.a.BL |
|Draft at A.P (moulded) : 5.662 m |
|Draft at LBP/2 (moulded) : 5.339 m |
|Draft at F.P (moulded) : 5.016 m |
|Trim (pos. fwd) : -0.647 m |
|Heel (pos. stbd) : 1.218 Deg. |
|Volume (incl. Shell Plating) : 11955.286 m3 |
|Longit. Centre of Buoyancy : 63.515 m.b.AP |
|Transv. Centre of Buoyancy : -0.192 m.f.CL |
|Vertic. Centre of Buoyancy : 2.897 m.a.BL |
|Area of Waterline : 2812.723 m2 |
|Longit. Centre of Waterline : 58.977 m.b.AP |
|Transv. Centre of Waterline : -0.304 m.f.CL |
|Metacentric Height : 1.229 m |
| |
|--------------------------------------------------------------------|
| |
|Righting Arm Calculation : |
| |
|Trim chosen from Equilibrium condition. |
| Draft | Trim | Heel | Lever | |
| m.a.BL | m | Degree | m | |
| |
|--------------------------------------------------------------------|
| 5.342| -0.654| 0.001| -0.026| |
| 5.296| -0.549| 5.000| 0.086| |
| 5.167| -0.335| 10.000| 0.226| |
| 5.093| -0.256| 12.000| 0.291| |
| 4.963| -0.148| 15.000| 0.392| |
| 4.693| 0.021| 20.000| 0.569| |
| 4.354| 0.179| 25.000| 0.745| |
| 3.931| 0.322| 30.000| 0.890| |
| 3.406| 0.447| 35.000| 0.974| |
| 2.782| 0.551| 40.000| 1.021| |
| 2.070| 0.649| 45.000| 1.047| |
| 1.278| 0.749| 50.000| 1.074| |
| 0.405| 0.855| 55.000| 1.134| |
| -0.557| 0.962| 60.000| 1.261| |
| -2.772| 1.232| 70.000| 1.838| |
| -5.094| 1.398| 80.000| 2.335| |
| -7.383| 1.534| 89.500| 3.008| |
| |
|--------------------------------------------------------------------|
+--------------------------------------------------------------------+

8 Hydrostatic Scenarios Page 83
50t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12088.9 |
|LCG f. A.P............: | 63.53 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.57 |
|Draft at A.P ........: | 5.68 |
|Draft at LbP/2........: | 5.34 |
|Draft at F.P..........: | 4.99 |
|Trim (F.P. - A.P.)....: | -0.69 |
|Heel (pos. stbd)......: | 2.95 |
|GM....................: | 1.18 |
|Max. KG...............: | 10.97 |
+------------------------------+----------+
100t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12138.9 |
|LCG f. A.P............: | 63.51 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.56 |
|Draft at A.P ........: | 5.67 |
|Draft at LbP/2........: | 5.33 |
|Draft at F.P..........: | 4.99 |
|Trim (F.P. - A.P.)....: | -0.68 |
|Heel (pos. stbd)......: | 4.57 |
|GM....................: | 1.27 |
|Max. KG...............: | 11.01 |
+------------------------------+----------+
150t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12188.9 |
|LCG f. A.P............: | 63.49 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.55 |
|Draft at A.P ........: | 5.63 |
|Draft at LbP/2........: | 5.32 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.63 |
|Heel (pos. stbd)......: | 6.07 |
|GM....................: | 1.35 |
|Max. KG...............: | 11.06 |
+------------------------------+----------+
200t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12238.9 |
|LCG f. A.P............: | 63.47 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.54 |
|Draft at A.P ........: | 5.59 |
|Draft at LbP/2........: | 5.30 |
|Draft at F.P..........: | 5.02 |
|Trim (F.P. - A.P.)....: | -0.57 |
|Heel (pos. stbd)......: | 7.49 |
|GM....................: | 1.45 |
|Max. KG...............: | 11.10 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 84
250t water on Main Car Deck
300t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12288.9 |
|LCG f. A.P............: | 63.46 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.53 |
|Draft at A.P ........: | 5.54 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.51 |
|Heel (pos. stbd)......: | 8.79 |
|GM....................: | 1.58 |
|Max. KG...............: | 11.15 |
+------------------------------+----------+
350t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 9.99 |
|GM....................: | 1.67 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12388.9 |
|LCG f. A.P............: | 63.42 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.45 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.42 |
|Heel (pos. stbd)......: | 11.11 |
|GM....................: | 1.74 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+
400t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 63.40 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.49 |
|Draft at A.P ........: | 5.40 |
|Draft at LbP/2........: | 5.22 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.37 |
|Heel (pos. stbd)......: | 12.19 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 85
450t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12488.9 |
|LCG f. A.P............: | 63.38 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.36 |
|Draft at LbP/2........: | 5.19 |
|Draft at F.P..........: | 5.02 |
|Trim (F.P. - A.P.)....: | -0.34 |
|Heel (pos. stbd)......: | 13.24 |
|GM....................: | 1.81 |
|Max. KG...............: | 11.33 |
+------------------------------+----------+
500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12538.9 |
|LCG f. A.P............: | 63.36 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.47 |
|Draft at A.P ........: | 5.31 |
|Draft at LbP/2........: | 5.16 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.30 |
|Heel (pos. stbd)......: | 14.26 |
|GM....................: | 1.85 |
|Max. KG...............: | 11.37 |
+------------------------------+----------+
550t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.13 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 15.25 |
|GM....................: | 1.87 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
600t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12638.9 |
|LCG f. A.P............: | 63.33 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.45 |
|Draft at A.P ........: | 5.22 |
|Draft at LbP/2........: | 5.10 |
|Draft at F.P..........: | 4.98 |
|Trim (F.P. - A.P.)....: | -0.23 |
|Heel (pos. stbd)......: | 16.21 |
|GM....................: | 1.91 |
|Max. KG...............: | 11.46 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 86
650t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12688.9 |
|LCG f. A.P............: | 63.31 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.17 |
|Draft at LbP/2........: | 5.07 |
|Draft at F.P..........: | 4.97 |
|Trim (F.P. - A.P.)....: | -0.20 |
|Heel (pos. stbd)......: | 17.15 |
|GM....................: | 1.93 |
|Max. KG...............: | 11.51 |
+------------------------------+----------+
700t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12738.9 |
|LCG f. A.P............: | 63.29 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.43 |
|Draft at A.P ........: | 5.12 |
|Draft at LbP/2........: | 5.04 |
|Draft at F.P..........: | 4.95 |
|Trim (F.P. - A.P.)....: | -0.17 |
|Heel (pos. stbd)......: | 18.06 |
|GM....................: | 1.97 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
750t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12788.9 |
|LCG f. A.P............: | 63.28 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.42 |
|Draft at A.P ........: | 5.08 |
|Draft at LbP/2........: | 5.00 |
|Draft at F.P..........: | 4.93 |
|Trim (F.P. - A.P.)....: | -0.14 |
|Heel (pos. stbd)......: | 18.95 |
|GM....................: | 1.99 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
800t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.03 |
|Draft at LbP/2........: | 4.97 |
|Draft at F.P..........: | 4.91 |
|Trim (F.P. - A.P.)....: | -0.12 |
|Heel (pos. stbd)......: | 19.81 |
|GM....................: | 2.03 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 87
850t water on Main Car Deck
900t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12888.9 |
|LCG f. A.P............: | 63.24 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.40 |
|Draft at A.P ........: | 4.98 |
|Draft at LbP/2........: | 4.93 |
|Draft at F.P..........: | 4.89 |
|Trim (F.P. - A.P.)....: | -0.09 |
|Heel (pos. stbd)......: | 20.66 |
|GM....................: | 2.05 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12938.9 |
|LCG f. A.P............: | 63.23 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.39 |
|Draft at A.P ........: | 4.93 |
|Draft at LbP/2........: | 4.90 |
|Draft at F.P..........: | 4.87 |
|Trim (F.P. - A.P.)....: | -0.07 |
|Heel (pos. stbd)......: | 21.49 |
|GM....................: | 2.06 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
950t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |12988.9 |
|LCG f. A.P............: | 63.21 |
|TCG f. C.L............: | -0.00 |
|VCG a. B.L (incl. FS).: | 10.38 |
|Draft at A.P ........: | 4.88 |
|Draft at LbP/2........: | 4.86 |
|Draft at F.P..........: | 4.84 |
|Trim (F.P. - A.P.)....: | -0.04 |
|Heel (pos. stbd)......: | 22.30 |
|GM....................: | 2.09 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13038.9 |
|LCG f. A.P............: | 63.19 |
|TCG f. C.L............: | -0.00 |
|VCG a. B.L (incl. FS).: | 10.37 |
|Draft at A.P ........: | 4.83 |
|Draft at LbP/2........: | 4.82 |
|Draft at F.P..........: | 4.81 |
|Trim (F.P. - A.P.)....: | -0.02 |
|Heel (pos. stbd)......: | 23.10 |
|GM....................: | 2.08 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 88
1050t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13088.9 |
|LCG f. A.P............: | 63.18 |
|TCG f. C.L............: | -0.00 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.78 |
|Draft at LbP/2........: | 4.78 |
|Draft at F.P..........: | 4.79 |
|Trim (F.P. - A.P.)....: | 0.01 |
|Heel (pos. stbd)......: | 23.89 |
|GM....................: | 2.12 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1100t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.00 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.73 |
|Draft at LbP/2........: | 4.74 |
|Draft at F.P..........: | 4.76 |
|Trim (F.P. - A.P.)....: | 0.03 |
|Heel (pos. stbd)......: | 24.66 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1150t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13188.9 |
|LCG f. A.P............: | 63.15 |
|TCG f. C.L............: | -0.00 |
|VCG a. B.L (incl. FS).: | 10.35 |
|Draft at A.P ........: | 4.68 |
|Draft at LbP/2........: | 4.70 |
|Draft at F.P..........: | 4.73 |
|Trim (F.P. - A.P.)....: | 0.05 |
|Heel (pos. stbd)......: | 25.41 |
|GM....................: | 2.11 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1200t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13238.9 |
|LCG f. A.P............: | 63.13 |
|TCG f. C.L............: | 0.00 |
|VCG a. B.L (incl. FS).: | 10.34 |
|Draft at A.P ........: | 4.63 |
|Draft at LbP/2........: | 4.66 |
|Draft at F.P..........: | 4.70 |
|Trim (F.P. - A.P.)....: | 0.07 |
|Heel (pos. stbd)......: | 26.16 |
|GM....................: | 2.12 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 89
1250t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13288.9 |
|LCG f. A.P............: | 63.11 |
|TCG f. C.L............: | 0.00 |
|VCG a. B.L (incl. FS).: | 10.33 |
|Draft at A.P ........: | 4.57 |
|Draft at LbP/2........: | 4.62 |
|Draft at F.P..........: | 4.66 |
|Trim (F.P. - A.P.)....: | 0.09 |
|Heel (pos. stbd)......: | 26.90 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1300t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13338.9 |
|LCG f. A.P............: | 63.10 |
|TCG f. C.L............: | 0.00 |
|VCG a. B.L (incl. FS).: | 10.32 |
|Draft at A.P ........: | 4.52 |
|Draft at LbP/2........: | 4.57 |
|Draft at F.P..........: | 4.63 |
|Trim (F.P. - A.P.)....: | 0.11 |
|Heel (pos. stbd)......: | 27.63 |
|GM....................: | 2.14 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1350t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13388.9 |
|LCG f. A.P............: | 63.08 |
|TCG f. C.L............: | 0.00 |
|VCG a. B.L (incl. FS).: | 10.31 |
|Draft at A.P ........: | 4.47 |
|Draft at LbP/2........: | 4.53 |
|Draft at F.P..........: | 4.59 |
|Trim (F.P. - A.P.)....: | 0.12 |
|Heel (pos. stbd)......: | 28.35 |
|GM....................: | 2.10 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1400t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13438.9 |
|LCG f. A.P............: | 63.07 |
|TCG f. C.L............: | 0.00 |
|VCG a. B.L (incl. FS).: | 10.31 |
|Draft at A.P ........: | 4.41 |
|Draft at LbP/2........: | 4.48 |
|Draft at F.P..........: | 4.55 |
|Trim (F.P. - A.P.)....: | 0.14 |
|Heel (pos. stbd)......: | 29.07 |
|GM....................: | 2.06 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 90
1450t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13488.9 |
|LCG f. A.P............: | 63.05 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.30 |
|Draft at A.P ........: | 4.35 |
|Draft at LbP/2........: | 4.43 |
|Draft at F.P..........: | 4.51 |
|Trim (F.P. - A.P.)....: | 0.16 |
|Heel (pos. stbd)......: | 29.79 |
|GM....................: | 2.04 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13538.9 |
|LCG f. A.P............: | 63.04 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.29 |
|Draft at A.P ........: | 4.30 |
|Draft at LbP/2........: | 4.38 |
|Draft at F.P..........: | 4.47 |
|Trim (F.P. - A.P.)....: | 0.17 |
|Heel (pos. stbd)......: | 30.51 |
|GM....................: | 2.03 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1550t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13588.9 |
|LCG f. A.P............: | 63.02 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.28 |
|Draft at A.P ........: | 4.24 |
|Draft at LbP/2........: | 4.33 |
|Draft at F.P..........: | 4.42 |
|Trim (F.P. - A.P.)....: | 0.18 |
|Heel (pos. stbd)......: | 31.22 |
|GM....................: | 1.97 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1600t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13638.9 |
|LCG f. A.P............: | 63.01 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.28 |
|Draft at A.P ........: | 4.17 |
|Draft at LbP/2........: | 4.27 |
|Draft at F.P..........: | 4.37 |
|Trim (F.P. - A.P.)....: | 0.20 |
|Heel (pos. stbd)......: | 31.95 |
|GM....................: | 1.93 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 91
1650t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13688.9 |
|LCG f. A.P............: | 62.99 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.27 |
|Draft at A.P ........: | 4.11 |
|Draft at LbP/2........: | 4.21 |
|Draft at F.P..........: | 4.32 |
|Trim (F.P. - A.P.)....: | 0.21 |
|Heel (pos. stbd)......: | 32.67 |
|GM....................: | 1.88 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1700t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13738.9 |
|LCG f. A.P............: | 62.98 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.26 |
|Draft at A.P ........: | 4.04 |
|Draft at LbP/2........: | 4.15 |
|Draft at F.P..........: | 4.26 |
|Trim (F.P. - A.P.)....: | 0.22 |
|Heel (pos. stbd)......: | 33.40 |
|GM....................: | 1.84 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1750t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13788.9 |
|LCG f. A.P............: | 62.97 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.25 |
|Draft at A.P ........: | 3.97 |
|Draft at LbP/2........: | 4.09 |
|Draft at F.P..........: | 4.20 |
|Trim (F.P. - A.P.)....: | 0.23 |
|Heel (pos. stbd)......: | 34.13 |
|GM....................: | 1.82 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1800t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13838.9 |
|LCG f. A.P............: | 62.95 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.25 |
|Draft at A.P ........: | 3.90 |
|Draft at LbP/2........: | 4.02 |
|Draft at F.P..........: | 4.14 |
|Trim (F.P. - A.P.)....: | 0.24 |
|Heel (pos. stbd)......: | 34.85 |
|GM....................: | 1.79 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 92
1850t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13888.9 |
|LCG f. A.P............: | 62.94 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.24 |
|Draft at A.P ........: | 3.83 |
|Draft at LbP/2........: | 3.96 |
|Draft at F.P..........: | 4.08 |
|Trim (F.P. - A.P.)....: | 0.25 |
|Heel (pos. stbd)......: | 35.57 |
|GM....................: | 1.76 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1900t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13938.9 |
|LCG f. A.P............: | 62.92 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.23 |
|Draft at A.P ........: | 3.76 |
|Draft at LbP/2........: | 3.89 |
|Draft at F.P..........: | 4.01 |
|Trim (F.P. - A.P.)....: | 0.26 |
|Heel (pos. stbd)......: | 36.30 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
1950t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |13988.9 |
|LCG f. A.P............: | 62.91 |
|TCG f. C.L............: | 0.01 |
|VCG a. B.L (incl. FS).: | 10.23 |
|Draft at A.P ........: | 3.68 |
|Draft at LbP/2........: | 3.81 |
|Draft at F.P..........: | 3.95 |
|Trim (F.P. - A.P.)....: | 0.27 |
|Heel (pos. stbd)......: | 37.03 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
2000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14038.9 |
|LCG f. A.P............: | 62.90 |
|TCG f. C.L............: | 0.02 |
|VCG a. B.L (incl. FS).: | 10.22 |
|Draft at A.P ........: | 3.60 |
|Draft at LbP/2........: | 3.74 |
|Draft at F.P..........: | 3.87 |
|Trim (F.P. - A.P.)....: | 0.27 |
|Heel (pos. stbd)......: | 37.78 |
|GM....................: | 1.61 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 93
2100t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14138.9 |
|LCG f. A.P............: | 62.87 |
|TCG f. C.L............: | 0.02 |
|VCG a. B.L (incl. FS).: | 10.21 |
|Draft at A.P ........: | 3.43 |
|Draft at LbP/2........: | 3.57 |
|Draft at F.P..........: | 3.72 |
|Trim (F.P. - A.P.)....: | 0.29 |
|Heel (pos. stbd)......: | 39.30 |
|GM....................: | 1.52 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
2200t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14238.9 |
|LCG f. A.P............: | 62.84 |
|TCG f. C.L............: | 0.02 |
|VCG a. B.L (incl. FS).: | 10.19 |
|Draft at A.P ........: | 3.25 |
|Draft at LbP/2........: | 3.40 |
|Draft at F.P..........: | 3.55 |
|Trim (F.P. - A.P.)....: | 0.30 |
|Heel (pos. stbd)......: | 40.82 |
|GM....................: | 1.50 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
2300t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14338.9 |
|LCG f. A.P............: | 62.82 |
|TCG f. C.L............: | 0.02 |
|VCG a. B.L (incl. FS).: | 10.18 |
|Draft at A.P ........: | 3.08 |
|Draft at LbP/2........: | 3.23 |
|Draft at F.P..........: | 3.38 |
|Trim (F.P. - A.P.)....: | 0.31 |
|Heel (pos. stbd)......: | 42.28 |
|GM....................: | 1.52 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
2400t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14438.9 |
|LCG f. A.P............: | 62.79 |
|TCG f. C.L............: | 0.02 |
|VCG a. B.L (incl. FS).: | 10.17 |
|Draft at A.P ........: | 2.92 |
|Draft at LbP/2........: | 3.07 |
|Draft at F.P..........: | 3.23 |
|Trim (F.P. - A.P.)....: | 0.31 |
|Heel (pos. stbd)......: | 43.60 |
|GM....................: | 1.63 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 94
2500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14538.9 |
|LCG f. A.P............: | 62.77 |
|TCG f. C.L............: | 0.02 |
|VCG a. B.L (incl. FS).: | 10.16 |
|Draft at A.P ........: | 2.78 |
|Draft at LbP/2........: | 2.93 |
|Draft at F.P..........: | 3.09 |
|Trim (F.P. - A.P.)....: | 0.31 |
|Heel (pos. stbd)......: | 44.76 |
|GM....................: | 1.75 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
2600t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14638.9 |
|LCG f. A.P............: | 62.74 |
|TCG f. C.L............: | 0.03 |
|VCG a. B.L (incl. FS).: | 10.15 |
|Draft at A.P ........: | 2.66 |
|Draft at LbP/2........: | 2.81 |
|Draft at F.P..........: | 2.97 |
|Trim (F.P. - A.P.)....: | 0.31 |
|Heel (pos. stbd)......: | 45.76 |
|GM....................: | 1.86 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
2700t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14738.9 |
|LCG f. A.P............: | 62.72 |
|TCG f. C.L............: | 0.03 |
|VCG a. B.L (incl. FS).: | 10.14 |
|Draft at A.P ........: | 2.55 |
|Draft at LbP/2........: | 2.71 |
|Draft at F.P..........: | 2.86 |
|Trim (F.P. - A.P.)....: | 0.31 |
|Heel (pos. stbd)......: | 46.64 |
|GM....................: | 2.00 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
2800t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14838.9 |
|LCG f. A.P............: | 62.69 |
|TCG f. C.L............: | 0.03 |
|VCG a. B.L (incl. FS).: | 10.13 |
|Draft at A.P ........: | 2.46 |
|Draft at LbP/2........: | 2.62 |
|Draft at F.P..........: | 2.77 |
|Trim (F.P. - A.P.)....: | 0.31 |
|Heel (pos. stbd)......: | 47.41 |
|GM....................: | 2.12 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 95
2900t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |14938.9 |
|LCG f. A.P............: | 62.67 |
|TCG f. C.L............: | 0.03 |
|VCG a. B.L (incl. FS).: | 10.12 |
|Draft at A.P ........: | 2.39 |
|Draft at LbP/2........: | 2.54 |
|Draft at F.P..........: | 2.69 |
|Trim (F.P. - A.P.)....: | 0.30 |
|Heel (pos. stbd)......: | 48.09 |
|GM....................: | 2.26 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
3000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |15038.9 |
|LCG f. A.P............: | 62.65 |
|TCG f. C.L............: | 0.03 |
|VCG a. B.L (incl. FS).: | 10.11 |
|Draft at A.P ........: | 2.32 |
|Draft at LbP/2........: | 2.47 |
|Draft at F.P..........: | 2.62 |
|Trim (F.P. - A.P.)....: | 0.29 |
|Heel (pos. stbd)......: | 48.69 |
|GM....................: | 2.38 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
3250t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |15288.9 |
|LCG f. A.P............: | 62.59 |
|TCG f. C.L............: | 0.04 |
|VCG a. B.L (incl. FS).: | 10.09 |
|Draft at A.P ........: | 2.21 |
|Draft at LbP/2........: | 2.34 |
|Draft at F.P..........: | 2.48 |
|Trim (F.P. - A.P.)....: | 0.27 |
|Heel (pos. stbd)......: | 49.93 |
|GM....................: | 2.67 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
3500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |15538.9 |
|LCG f. A.P............: | 62.54 |
|TCG f. C.L............: | 0.04 |
|VCG a. B.L (incl. FS).: | 10.07 |
|Draft at A.P ........: | 2.14 |
|Draft at LbP/2........: | 2.26 |
|Draft at F.P..........: | 2.38 |
|Trim (F.P. - A.P.)....: | 0.25 |
|Heel (pos. stbd)......: | 50.87 |
|GM....................: | 2.95 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 96
3750t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |15788.9 |
|LCG f. A.P............: | 62.49 |
|TCG f. C.L............: | 0.04 |
|VCG a. B.L (incl. FS).: | 10.05 |
|Draft at A.P ........: | 2.10 |
|Draft at LbP/2........: | 2.21 |
|Draft at F.P..........: | 2.32 |
|Trim (F.P. - A.P.)....: | 0.21 |
|Heel (pos. stbd)......: | 51.60 |
|GM....................: | 3.20 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
4000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |16038.9 |
|LCG f. A.P............: | 62.44 |
|TCG f. C.L............: | 0.05 |
|VCG a. B.L (incl. FS).: | 10.04 |
|Draft at A.P ........: | 2.09 |
|Draft at LbP/2........: | 2.18 |
|Draft at F.P..........: | 2.27 |
|Trim (F.P. - A.P.)....: | 0.18 |
|Heel (pos. stbd)......: | 52.16 |
|GM....................: | 3.43 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
4250t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |16288.9 |
|LCG f. A.P............: | 62.39 |
|TCG f. C.L............: | 0.05 |
|VCG a. B.L (incl. FS).: | 10.03 |
|Draft at A.P ........: | 2.11 |
|Draft at LbP/2........: | 2.18 |
|Draft at F.P..........: | 2.25 |
|Trim (F.P. - A.P.)....: | 0.14 |
|Heel (pos. stbd)......: | 52.61 |
|GM....................: | 3.64 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
4500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |16538.9 |
|LCG f. A.P............: | 62.34 |
|TCG f. C.L............: | 0.05 |
|VCG a. B.L (incl. FS).: | 10.02 |
|Draft at A.P ........: | 2.14 |
|Draft at LbP/2........: | 2.19 |
|Draft at F.P..........: | 2.24 |
|Trim (F.P. - A.P.)....: | 0.10 |
|Heel (pos. stbd)......: | 52.95 |
|GM....................: | 3.82 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 97
4750t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |16788.9 |
|LCG f. A.P............: | 62.30 |
|TCG f. C.L............: | 0.06 |
|VCG a. B.L (incl. FS).: | 10.01 |
|Draft at A.P ........: | 2.18 |
|Draft at LbP/2........: | 2.22 |
|Draft at F.P..........: | 2.25 |
|Trim (F.P. - A.P.)....: | 0.06 |
|Heel (pos. stbd)......: | 53.21 |
|GM....................: | 3.99 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
5000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |17038.9 |
|LCG f. A.P............: | 62.26 |
|TCG f. C.L............: | 0.06 |
|VCG a. B.L (incl. FS).: | 10.00 |
|Draft at A.P ........: | 2.24 |
|Draft at LbP/2........: | 2.25 |
|Draft at F.P..........: | 2.27 |
|Trim (F.P. - A.P.)....: | 0.03 |
|Heel (pos. stbd)......: | 53.41 |
|GM....................: | 4.15 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
5250t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |17288.9 |
|LCG f. A.P............: | 62.22 |
|TCG f. C.L............: | 0.06 |
|VCG a. B.L (incl. FS).: | 9.99 |
|Draft at A.P ........: | 2.31 |
|Draft at LbP/2........: | 2.30 |
|Draft at F.P..........: | 2.30 |
|Trim (F.P. - A.P.)....: | -0.01 |
|Heel (pos. stbd)......: | 53.54 |
|GM....................: | 4.31 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
5500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |17538.9 |
|LCG f. A.P............: | 62.18 |
|TCG f. C.L............: | 0.07 |
|VCG a. B.L (incl. FS).: | 9.99 |
|Draft at A.P ........: | 2.38 |
|Draft at LbP/2........: | 2.35 |
|Draft at F.P..........: | 2.33 |
|Trim (F.P. - A.P.)....: | -0.05 |
|Heel (pos. stbd)......: | 53.66 |
|GM....................: | 4.55 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 98
5750t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |17788.9 |
|LCG f. A.P............: | 62.14 |
|TCG f. C.L............: | 0.07 |
|VCG a. B.L (incl. FS).: | 9.98 |
|Draft at A.P ........: | 2.45 |
|Draft at LbP/2........: | 2.40 |
|Draft at F.P..........: | 2.35 |
|Trim (F.P. - A.P.)....: | -0.09 |
|Heel (pos. stbd)......: | 53.79 |
|GM....................: | 4.77 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
6000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |18038.9 |
|LCG f. A.P............: | 62.11 |
|TCG f. C.L............: | 0.07 |
|VCG a. B.L (incl. FS).: | 9.98 |
|Draft at A.P ........: | 2.52 |
|Draft at LbP/2........: | 2.44 |
|Draft at F.P..........: | 2.36 |
|Trim (F.P. - A.P.)....: | -0.15 |
|Heel (pos. stbd)......: | 53.95 |
|GM....................: | 5.01 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
6250t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |18288.9 |
|LCG f. A.P............: | 62.07 |
|TCG f. C.L............: | 0.07 |
|VCG a. B.L (incl. FS).: | 9.98 |
|Draft at A.P ........: | 2.59 |
|Draft at LbP/2........: | 2.47 |
|Draft at F.P..........: | 2.35 |
|Trim (F.P. - A.P.)....: | -0.24 |
|Heel (pos. stbd)......: | 54.16 |
|GM....................: | 5.30 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
6500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |18538.9 |
|LCG f. A.P............: | 62.04 |
|TCG f. C.L............: | 0.08 |
|VCG a. B.L (incl. FS).: | 9.98 |
|Draft at A.P ........: | 2.69 |
|Draft at LbP/2........: | 2.47 |
|Draft at F.P..........: | 2.25 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 54.50 |
|GM....................: | 5.44 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 99
6750t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |18788.9 |
|LCG f. A.P............: | 62.01 |
|TCG f. C.L............: | 0.08 |
|VCG a. B.L (incl. FS).: | 9.99 |
|Draft at A.P ........: | 2.86 |
|Draft at LbP/2........: | 2.57 |
|Draft at F.P..........: | 2.29 |
|Trim (F.P. - A.P.)....: | -0.57 |
|Heel (pos. stbd)......: | 54.31 |
|GM....................: | 5.35 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
7000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |19038.9 |
|LCG f. A.P............: | 61.98 |
|TCG f. C.L............: | 0.08 |
|VCG a. B.L (incl. FS).: | 9.99 |
|Draft at A.P ........: | 3.03 |
|Draft at LbP/2........: | 2.73 |
|Draft at F.P..........: | 2.43 |
|Trim (F.P. - A.P.)....: | -0.60 |
|Heel (pos. stbd)......: | 53.86 |
|GM....................: | 5.29 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
7250t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |19288.9 |
|LCG f. A.P............: | 61.95 |
|TCG f. C.L............: | 0.08 |
|VCG a. B.L (incl. FS).: | 9.99 |
|Draft at A.P ........: | 3.20 |
|Draft at LbP/2........: | 2.89 |
|Draft at F.P..........: | 2.59 |
|Trim (F.P. - A.P.)....: | -0.61 |
|Heel (pos. stbd)......: | 53.38 |
|GM....................: | 5.18 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
7500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |19538.9 |
|LCG f. A.P............: | 61.92 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.00 |
|Draft at A.P ........: | 3.36 |
|Draft at LbP/2........: | 3.06 |
|Draft at F.P..........: | 2.75 |
|Trim (F.P. - A.P.)....: | -0.61 |
|Heel (pos. stbd)......: | 52.89 |
|GM....................: | 5.07 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 100
7750t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |19788.9 |
|LCG f. A.P............: | 61.90 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.00 |
|Draft at A.P ........: | 3.52 |
|Draft at LbP/2........: | 3.22 |
|Draft at F.P..........: | 2.92 |
|Trim (F.P. - A.P.)....: | -0.60 |
|Heel (pos. stbd)......: | 52.40 |
|GM....................: | 4.92 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
8000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |20038.9 |
|LCG f. A.P............: | 61.87 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.01 |
|Draft at A.P ........: | 3.69 |
|Draft at LbP/2........: | 3.39 |
|Draft at F.P..........: | 3.09 |
|Trim (F.P. - A.P.)....: | -0.60 |
|Heel (pos. stbd)......: | 51.88 |
|GM....................: | 4.80 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
8250t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |20288.9 |
|LCG f. A.P............: | 61.84 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.02 |
|Draft at A.P ........: | 3.86 |
|Draft at LbP/2........: | 3.56 |
|Draft at F.P..........: | 3.25 |
|Trim (F.P. - A.P.)....: | -0.61 |
|Heel (pos. stbd)......: | 51.36 |
|GM....................: | 4.67 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
8500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |20538.9 |
|LCG f. A.P............: | 61.84 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.03 |
|Draft at A.P ........: | 4.03 |
|Draft at LbP/2........: | 3.72 |
|Draft at F.P..........: | 3.42 |
|Trim (F.P. - A.P.)....: | -0.61 |
|Heel (pos. stbd)......: | 50.82 |
|GM....................: | 4.54 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 101
8750t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |20788.9 |
|LCG f. A.P............: | 61.84 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.04 |
|Draft at A.P ........: | 4.21 |
|Draft at LbP/2........: | 3.89 |
|Draft at F.P..........: | 3.58 |
|Trim (F.P. - A.P.)....: | -0.63 |
|Heel (pos. stbd)......: | 50.28 |
|GM....................: | 4.43 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
9000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |21038.9 |
|LCG f. A.P............: | 61.84 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.05 |
|Draft at A.P ........: | 4.38 |
|Draft at LbP/2........: | 4.07 |
|Draft at F.P..........: | 3.75 |
|Trim (F.P. - A.P.)....: | -0.64 |
|Heel (pos. stbd)......: | 49.71 |
|GM....................: | 4.31 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
9250t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |21288.9 |
|LCG f. A.P............: | 61.83 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.06 |
|Draft at A.P ........: | 4.57 |
|Draft at LbP/2........: | 4.24 |
|Draft at F.P..........: | 3.91 |
|Trim (F.P. - A.P.)....: | -0.65 |
|Heel (pos. stbd)......: | 49.11 |
|GM....................: | 4.21 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
9500t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |21538.9 |
|LCG f. A.P............: | 61.83 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.07 |
|Draft at A.P ........: | 4.75 |
|Draft at LbP/2........: | 4.42 |
|Draft at F.P..........: | 4.08 |
|Trim (F.P. - A.P.)....: | -0.67 |
|Heel (pos. stbd)......: | 48.49 |
|GM....................: | 4.11 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 102
9750t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |21788.9 |
|LCG f. A.P............: | 61.83 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.09 |
|Draft at A.P ........: | 4.95 |
|Draft at LbP/2........: | 4.60 |
|Draft at F.P..........: | 4.25 |
|Trim (F.P. - A.P.)....: | -0.69 |
|Heel (pos. stbd)......: | 47.83 |
|GM....................: | 4.04 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
10000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |22038.9 |
|LCG f. A.P............: | 61.83 |
|TCG f. C.L............: | 0.09 |
|VCG a. B.L (incl. FS).: | 10.10 |
|Draft at A.P ........: | 5.14 |
|Draft at LbP/2........: | 4.79 |
|Draft at F.P..........: | 4.43 |
|Trim (F.P. - A.P.)....: | -0.72 |
|Heel (pos. stbd)......: | 47.15 |
|GM....................: | 3.96 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
11000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |23038.9 |
|LCG f. A.P............: | 61.83 |
|TCG f. C.L............: | 0.10 |
|VCG a. B.L (incl. FS).: | 10.16 |
|Draft at A.P ........: | 5.98 |
|Draft at LbP/2........: | 5.55 |
|Draft at F.P..........: | 5.12 |
|Trim (F.P. - A.P.)....: | -0.86 |
|Heel (pos. stbd)......: | 44.09 |
|GM....................: | 3.70 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
12000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |24038.9 |
|LCG f. A.P............: | 61.82 |
|TCG f. C.L............: | 0.10 |
|VCG a. B.L (incl. FS).: | 10.23 |
|Draft at A.P ........: | 6.87 |
|Draft at LbP/2........: | 6.36 |
|Draft at F.P..........: | 5.85 |
|Trim (F.P. - A.P.)....: | -1.02 |
|Heel (pos. stbd)......: | 40.42 |
|GM....................: | 3.31 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 103
13000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |23038.9 |
|LCG f. A.P............: | 61.83 |
|TCG f. C.L............: | 0.10 |
|VCG a. B.L (incl. FS).: | 10.16 |
|Draft at A.P ........: | 5.98 |
|Draft at LbP/2........: | 5.55 |
|Draft at F.P..........: | 5.12 |
|Trim (F.P. - A.P.)....: | -0.86 |
|Heel (pos. stbd)......: | 44.09 |
|GM....................: | 3.70 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
14000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |26038.9 |
|LCG f. A.P............: | 61.82 |
|TCG f. C.L............: | 0.10 |
|VCG a. B.L (incl. FS).: | 10.40 |
|Draft at A.P ........: | 9.00 |
|Draft at LbP/2........: | 8.41 |
|Draft at F.P..........: | 7.83 |
|Trim (F.P. - A.P.)....: | -1.17 |
|Heel (pos. stbd)......: | 27.43 |
|GM....................: | 1.55 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
15000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |27038.9 |
|LCG f. A.P............: | 61.81 |
|TCG f. C.L............: | 0.10 |
|VCG a. B.L (incl. FS).: | 10.49 |
|Draft at A.P ........: | 10.02 |
|Draft at LbP/2........: | 9.62 |
|Draft at F.P..........: | 9.22 |
|Trim (F.P. - A.P.)....: | -0.80 |
|Heel (pos. stbd)......: | 14.83 |
|GM....................: | 1.12 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
16000t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |28038.9 |
|LCG f. A.P............: | 61.81 |
|TCG f. C.L............: | 0.10 |
|VCG a. B.L (incl. FS).: | 10.58 |
|Draft at A.P ........: | 10.45 |
|Draft at LbP/2........: | 10.12 |
|Draft at F.P..........: | 9.80 |
|Trim (F.P. - A.P.)....: | -0.64 |
|Heel (pos. stbd)......: | -9.59 |
|GM....................: | 1.01 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 104
16105t water on Main Car Deck
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN1 |
+------------------------------+----------+
|Total mass............: |28144.0 |
|LCG f. A.P............: | 61.81 |
|TCG f. C.L............: | 0.10 |
|VCG a. B.L (incl. FS).: | 10.60 |
|Draft at A.P ........: | 10.51 |
|Draft at LbP/2........: | 10.22 |
|Draft at F.P..........: | 9.94 |
|Trim (F.P. - A.P.)....: | -0.57 |
|Heel (pos. stbd)......: | -7.24 |
|GM....................: | 0.89 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 105
8.4 Scenario 2
In scenario No.2 the amount of 300t water on Main Car Deck is kept constant during the
whole calculation. The amount of 300t is chosen, because 300t corresponds to a list of
about 10°. At a list of 10° a layman might feel uncomfortable or even frightened and first
things, with low friction coefficient, like glasses on an smooth surface, start to slide.
The Transversal Centre of Gravity of the vehicles on Main Car Deck, is moved stepwise -
in 0.2m steps - from -2.1m out of Centre Line to Starboard-Side to finally -6.1m
Starboard-Side.
Figure 8.6: Scenario 2 – Compartment under Consideration
Shift of TCG of Vehicles at 300t Water on Main Car Deck
20,00
18,00
List of Vessel in Deg
16,00
14,00
12,00
10,00
8,00
-6,50 -6,00 -5,50 -5,00 -4,50 -4,00 -3,50 -3,00 -2,50 -2,00
Shift of TCG of Vehicles on Main Car Deck in m
Figure 8.7: Shift of TCG of Vehicles, 300t Water on Main Car Deck, Shift over List

8 Hydrostatic Scenarios Page 106
TCG on –2.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 9.99 |
|GM....................: | 1.67 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –2.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.04 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.46 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 10.58 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –2.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.05 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.42 |
|Draft at LbP/2........: | 5.22 |
|Draft at F.P..........: | 5.02 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 11.15 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –2.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.07 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.39 |
|Draft at LbP/2........: | 5.20 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.37 |
|Heel (pos. stbd)......: | 11.71 |
|GM....................: | 1.81 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 107
TCG on –2.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.09 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.35 |
|Draft at LbP/2........: | 5.18 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.35 |
|Heel (pos. stbd)......: | 12.25 |
|GM....................: | 1.84 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –3.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.11 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.32 |
|Draft at LbP/2........: | 5.16 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.32 |
|Heel (pos. stbd)......: | 12.79 |
|GM....................: | 1.87 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –3.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.13 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.29 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 4.99 |
|Trim (F.P. - A.P.)....: | -0.30 |
|Heel (pos. stbd)......: | 13.31 |
|GM....................: | 1.91 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –3.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.14 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.25 |
|Draft at LbP/2........: | 5.11 |
|Draft at F.P..........: | 4.97 |
|Trim (F.P. - A.P.)....: | -0.28 |
|Heel (pos. stbd)......: | 13.83 |
|GM....................: | 1.95 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 108
TCG on –3.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.16 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.22 |
|Draft at LbP/2........: | 5.09 |
|Draft at F.P..........: | 4.96 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 14.33 |
|GM....................: | 1.98 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –3.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.18 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.19 |
|Draft at LbP/2........: | 5.07 |
|Draft at F.P..........: | 4.95 |
|Trim (F.P. - A.P.)....: | -0.24 |
|Heel (pos. stbd)......: | 14.83 |
|GM....................: | 2.01 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –4.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.20 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.15 |
|Draft at LbP/2........: | 5.05 |
|Draft at F.P..........: | 4.94 |
|Trim (F.P. - A.P.)....: | -0.22 |
|Heel (pos. stbd)......: | 15.32 |
|GM....................: | 2.03 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –4.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.22 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.12 |
|Draft at LbP/2........: | 5.02 |
|Draft at F.P..........: | 4.92 |
|Trim (F.P. - A.P.)....: | -0.20 |
|Heel (pos. stbd)......: | 15.81 |
|GM....................: | 2.03 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 109
TCG on –4.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.23 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.09 |
|Draft at LbP/2........: | 5.00 |
|Draft at F.P..........: | 4.91 |
|Trim (F.P. - A.P.)....: | -0.18 |
|Heel (pos. stbd)......: | 16.28 |
|GM....................: | 2.08 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –4.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.25 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.06 |
|Draft at LbP/2........: | 4.97 |
|Draft at F.P..........: | 4.89 |
|Trim (F.P. - A.P.)....: | -0.16 |
|Heel (pos. stbd)......: | 16.75 |
|GM....................: | 2.09 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –4.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.27 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.02 |
|Draft at LbP/2........: | 4.95 |
|Draft at F.P..........: | 4.88 |
|Trim (F.P. - A.P.)....: | -0.14 |
|Heel (pos. stbd)......: | 17.21 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –5.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.29 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 4.99 |
|Draft at LbP/2........: | 4.93 |
|Draft at F.P..........: | 4.86 |
|Trim (F.P. - A.P.)....: | -0.13 |
|Heel (pos. stbd)......: | 17.67 |
|GM....................: | 2.14 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 110
TCG on –5.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.30 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 4.96 |
|Draft at LbP/2........: | 4.90 |
|Draft at F.P..........: | 4.85 |
|Trim (F.P. - A.P.)....: | -0.11 |
|Heel (pos. stbd)......: | 18.12 |
|GM....................: | 2.19 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –5.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.32 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 4.92 |
|Draft at LbP/2........: | 4.88 |
|Draft at F.P..........: | 4.83 |
|Trim (F.P. - A.P.)....: | -0.09 |
|Heel (pos. stbd)......: | 18.56 |
|GM....................: | 2.20 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –5.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.34 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 4.89 |
|Draft at LbP/2........: | 4.85 |
|Draft at F.P..........: | 4.81 |
|Trim (F.P. - A.P.)....: | -0.08 |
|Heel (pos. stbd)......: | 19.00 |
|GM....................: | 2.23 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
TCG on –5.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.36 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 4.86 |
|Draft at LbP/2........: | 4.83 |
|Draft at F.P..........: | 4.80 |
|Trim (F.P. - A.P.)....: | -0.06 |
|Heel (pos. stbd)......: | 19.43 |
|GM....................: | 2.23 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 111
TCG on –6.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN2 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.38 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 4.82 |
|Draft at LbP/2........: | 4.80 |
|Draft at F.P..........: | 4.78 |
|Trim (F.P. - A.P.)....: | -0.04 |
|Heel (pos. stbd)......: | 19.86 |
|GM....................: | 2.26 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 112
8.5 Scenario 3
Very similar to scenario No.2 in scenario No.3 the amount of 550t water on Main Car
Deck is kept constant during the whole calculation. The amount of 550t on the Main Car
Deck corresponds to a list of about 15°. And again the Transversal Centre of Gravity of
the vehicles on Main Car Deck, is moved stepwise - in 0.2m steps - from -2.1m out of
Centre Line to Starboard-Side to finally -6.1m Starboard-Side.
Figure 8.8: Scenario 3 – Compartment under Consideration
Shift of TCG of Vehicles at 550t Water on Main Car Deck
26,00
24,00
List of Vessel in Deg
22,00
20,00
18,00
16,00
14,00
-6,50 -6,00 -5,50 -5,00 -4,50 -4,00 -3,50 -3,00 -2,50 -2,00
Shift of TCG of Vehicles on Main Car Deck in m
Figure 8.9: Shift of TCG of Vehicles, 550t Water on Main Car Deck, Shift over List

8 Hydrostatic Scenarios Page 113
TCG on –2.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.13 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 15.25 |
|GM....................: | 1.87 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –2.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.03 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.23 |
|Draft at LbP/2........: | 5.11 |
|Draft at F.P..........: | 4.98 |
|Trim (F.P. - A.P.)....: | -0.24 |
|Heel (pos. stbd)......: | 15.76 |
|GM....................: | 1.92 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –2.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.05 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.19 |
|Draft at LbP/2........: | 5.08 |
|Draft at F.P..........: | 4.97 |
|Trim (F.P. - A.P.)....: | -0.22 |
|Heel (pos. stbd)......: | 16.26 |
|GM....................: | 1.94 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –2.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.07 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.16 |
|Draft at LbP/2........: | 5.06 |
|Draft at F.P..........: | 4.96 |
|Trim (F.P. - A.P.)....: | -0.20 |
|Heel (pos. stbd)......: | 16.75 |
|GM....................: | 1.98 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 114
TCG on –2.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.08 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.12 |
|Draft at LbP/2........: | 5.03 |
|Draft at F.P..........: | 4.94 |
|Trim (F.P. - A.P.)....: | -0.18 |
|Heel (pos. stbd)......: | 17.23 |
|GM....................: | 2.00 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –3.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.10 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.09 |
|Draft at LbP/2........: | 5.01 |
|Draft at F.P..........: | 4.92 |
|Trim (F.P. - A.P.)....: | -0.16 |
|Heel (pos. stbd)......: | 17.71 |
|GM....................: | 2.03 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –3.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.12 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.05 |
|Draft at LbP/2........: | 4.98 |
|Draft at F.P..........: | 4.91 |
|Trim (F.P. - A.P.)....: | -0.15 |
|Heel (pos. stbd)......: | 18.17 |
|GM....................: | 2.05 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –3.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.14 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.02 |
|Draft at LbP/2........: | 4.96 |
|Draft at F.P..........: | 4.89 |
|Trim (F.P. - A.P.)....: | -0.13 |
|Heel (pos. stbd)......: | 18.63 |
|GM....................: | 2.08 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 115
TCG on –3.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.15 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.98 |
|Draft at LbP/2........: | 4.93 |
|Draft at F.P..........: | 4.88 |
|Trim (F.P. - A.P.)....: | -0.11 |
|Heel (pos. stbd)......: | 19.08 |
|GM....................: | 2.10 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –3.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.17 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.95 |
|Draft at LbP/2........: | 4.90 |
|Draft at F.P..........: | 4.86 |
|Trim (F.P. - A.P.)....: | -0.09 |
|Heel (pos. stbd)......: | 19.53 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –4.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.19 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.82 |
|Draft at LbP/2........: | 5.43 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.78 |
|Heel (pos. stbd)......: | -6.70 |
|GM....................: | 0.77 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –4.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.21 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.88 |
|Draft at LbP/2........: | 4.85 |
|Draft at F.P..........: | 4.82 |
|Trim (F.P. - A.P.)....: | -0.06 |
|Heel (pos. stbd)......: | 20.40 |
|GM....................: | 2.19 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 116
TCG on –4.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.22 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.85 |
|Draft at LbP/2........: | 4.82 |
|Draft at F.P..........: | 4.80 |
|Trim (F.P. - A.P.)....: | -0.04 |
|Heel (pos. stbd)......: | 20.83 |
|GM....................: | 2.19 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –4.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.24 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.81 |
|Draft at LbP/2........: | 4.80 |
|Draft at F.P..........: | 4.78 |
|Trim (F.P. - A.P.)....: | -0.03 |
|Heel (pos. stbd)......: | 21.26 |
|GM....................: | 2.23 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –4.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.26 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.78 |
|Draft at LbP/2........: | 4.77 |
|Draft at F.P..........: | 4.76 |
|Trim (F.P. - A.P.)....: | -0.01 |
|Heel (pos. stbd)......: | 21.68 |
|GM....................: | 2.24 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –5.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.28 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.74 |
|Draft at LbP/2........: | 4.74 |
|Draft at F.P..........: | 4.74 |
|Trim (F.P. - A.P.)....: | 0.00 |
|Heel (pos. stbd)......: | 22.10 |
|GM....................: | 2.23 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 117
TCG on –5.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.29 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.71 |
|Draft at LbP/2........: | 4.71 |
|Draft at F.P..........: | 4.72 |
|Trim (F.P. - A.P.)....: | 0.02 |
|Heel (pos. stbd)......: | 22.51 |
|GM....................: | 2.25 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –5.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.31 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.67 |
|Draft at LbP/2........: | 4.69 |
|Draft at F.P..........: | 4.70 |
|Trim (F.P. - A.P.)....: | 0.03 |
|Heel (pos. stbd)......: | 22.93 |
|GM....................: | 2.25 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –5.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.33 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.64 |
|Draft at LbP/2........: | 4.66 |
|Draft at F.P..........: | 4.68 |
|Trim (F.P. - A.P.)....: | 0.05 |
|Heel (pos. stbd)......: | 23.33 |
|GM....................: | 2.27 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
TCG on –5.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.35 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.60 |
|Draft at LbP/2........: | 4.63 |
|Draft at F.P..........: | 4.66 |
|Trim (F.P. - A.P.)....: | 0.06 |
|Heel (pos. stbd)......: | 23.74 |
|GM....................: | 2.27 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 118
TCG on –6.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN3 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.36 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 4.56 |
|Draft at LbP/2........: | 4.60 |
|Draft at F.P..........: | 4.64 |
|Trim (F.P. - A.P.)....: | 0.07 |
|Heel (pos. stbd)......: | 24.14 |
|GM....................: | 2.28 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 119
8.6 Scenario 4
Very similar to scenario No.2 in scenario No.4 the amount of 800t water on Main Car
Deck is kept constant during the whole calculation. The amount of 800t water on the
Main Car Deck corresponds to a list of about 20°. And again the Transversal Centre of
Gravity of the vehicles on Main Car Deck, is moved stepwise - in 0.2m steps - from -2.1m
out of Centre Line to Starboard-Side to finally -6.1m Starboard-Side.
Figure 8.10: Scenario 4 – Compartment under Consideration
Shift of TCG of Vehicles at 800t Water on Main Car Deck
29,00
28,00
27,00
List of Vessel in Deg
26,00
25,00
24,00
23,00
22,00
21,00
20,00
19,00
-6,50 -6,00 -5,50 -5,00 -4,50 -4,00 -3,50 -3,00 -2,50 -2,00
Shift of TCG of Vehicles on Main Car Deck in m
Figure 8.11: Shift of TCG of Vehicles, 800t Water on Main Car Deck, Shift over List

8 Hydrostatic Scenarios Page 120
TCG on –2.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.04 |
|Draft at LbP/2........: | 4.98 |
|Draft at F.P..........: | 4.92 |
|Trim (F.P. - A.P.)....: | -0.11 |
|Heel (pos. stbd)......: | 19.86 |
|GM....................: | 2.04 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –2.3m
TCG on –2.5m
TCG on –2.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.00 |
|Draft at LbP/2........: | 4.95 |
|Draft at F.P..........: | 4.91 |
|Trim (F.P. - A.P.)....: | -0.09 |
|Heel (pos. stbd)......: | 20.32 |
|GM....................: | 2.05 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.04 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.96 |
|Draft at LbP/2........: | 4.92 |
|Draft at F.P..........: | 4.89 |
|Trim (F.P. - A.P.)....: | -0.08 |
|Heel (pos. stbd)......: | 20.76 |
|GM....................: | 2.08 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.06 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.93 |
|Draft at LbP/2........: | 4.90 |
|Draft at F.P..........: | 4.87 |
|Trim (F.P. - A.P.)....: | -0.06 |
|Heel (pos. stbd)......: | 21.20 |
|GM....................: | 2.12 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 121
TCG on –2.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.08 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.89 |
|Draft at LbP/2........: | 4.87 |
|Draft at F.P..........: | 4.85 |
|Trim (F.P. - A.P.)....: | -0.04 |
|Heel (pos. stbd)......: | 21.64 |
|GM....................: | 2.12 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –3.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.09 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.85 |
|Draft at LbP/2........: | 4.84 |
|Draft at F.P..........: | 4.83 |
|Trim (F.P. - A.P.)....: | -0.03 |
|Heel (pos. stbd)......: | 22.07 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –3.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.11 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.82 |
|Draft at LbP/2........: | 4.81 |
|Draft at F.P..........: | 4.81 |
|Trim (F.P. - A.P.)....: | -0.01 |
|Heel (pos. stbd)......: | 22.50 |
|GM....................: | 2.14 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –3.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.13 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.78 |
|Draft at LbP/2........: | 4.78 |
|Draft at F.P..........: | 4.78 |
|Trim (F.P. - A.P.)....: | 0.00 |
|Heel (pos. stbd)......: | 22.92 |
|GM....................: | 2.17 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 122
TCG on –3.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.14 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.74 |
|Draft at LbP/2........: | 4.75 |
|Draft at F.P..........: | 4.76 |
|Trim (F.P. - A.P.)....: | 0.02 |
|Heel (pos. stbd)......: | 23.34 |
|GM....................: | 2.15 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –3.9m
TCG on –4.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.16 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.71 |
|Draft at LbP/2........: | 4.72 |
|Draft at F.P..........: | 4.74 |
|Trim (F.P. - A.P.)....: | 0.03 |
|Heel (pos. stbd)......: | 23.75 |
|GM....................: | 2.20 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –4.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.18 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.67 |
|Draft at LbP/2........: | 4.70 |
|Draft at F.P..........: | 4.72 |
|Trim (F.P. - A.P.)....: | 0.05 |
|Heel (pos. stbd)......: | 24.16 |
|GM....................: | 2.20 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.20 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.63 |
|Draft at LbP/2........: | 4.67 |
|Draft at F.P..........: | 4.70 |
|Trim (F.P. - A.P.)....: | 0.06 |
|Heel (pos. stbd)......: | 24.56 |
|GM....................: | 2.22 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 123
TCG on –4.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.21 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.60 |
|Draft at LbP/2........: | 4.64 |
|Draft at F.P..........: | 4.67 |
|Trim (F.P. - A.P.)....: | 0.08 |
|Heel (pos. stbd)......: | 24.97 |
|GM....................: | 2.21 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –4.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.23 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.56 |
|Draft at LbP/2........: | 4.60 |
|Draft at F.P..........: | 4.65 |
|Trim (F.P. - A.P.)....: | 0.09 |
|Heel (pos. stbd)......: | 25.37 |
|GM....................: | 2.21 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –4.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.25 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.52 |
|Draft at LbP/2........: | 4.57 |
|Draft at F.P..........: | 4.63 |
|Trim (F.P. - A.P.)....: | 0.10 |
|Heel (pos. stbd)......: | 25.77 |
|GM....................: | 2.21 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –5.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.26 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.48 |
|Draft at LbP/2........: | 4.54 |
|Draft at F.P..........: | 4.60 |
|Trim (F.P. - A.P.)....: | 0.12 |
|Heel (pos. stbd)......: | 26.17 |
|GM....................: | 2.22 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 124
TCG on –5.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.28 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.45 |
|Draft at LbP/2........: | 4.51 |
|Draft at F.P..........: | 4.58 |
|Trim (F.P. - A.P.)....: | 0.13 |
|Heel (pos. stbd)......: | 26.56 |
|GM....................: | 2.20 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –5.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.30 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.41 |
|Draft at LbP/2........: | 4.48 |
|Draft at F.P..........: | 4.55 |
|Trim (F.P. - A.P.)....: | 0.14 |
|Heel (pos. stbd)......: | 26.96 |
|GM....................: | 2.23 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –5.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.32 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.37 |
|Draft at LbP/2........: | 4.45 |
|Draft at F.P..........: | 4.52 |
|Trim (F.P. - A.P.)....: | 0.15 |
|Heel (pos. stbd)......: | 27.35 |
|GM....................: | 2.23 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –5.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.33 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.33 |
|Draft at LbP/2........: | 4.41 |
|Draft at F.P..........: | 4.50 |
|Trim (F.P. - A.P.)....: | 0.17 |
|Heel (pos. stbd)......: | 27.74 |
|GM....................: | 2.22 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 125
TCG on –6.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN4 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.35 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 4.29 |
|Draft at LbP/2........: | 4.38 |
|Draft at F.P..........: | 4.47 |
|Trim (F.P. - A.P.)....: | 0.18 |
|Heel (pos. stbd)......: | 28.14 |
|GM....................: | 2.20 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 126
8.7 Scenario 5
Very similar to scenario No.2 in scenario No.5 the amount of 1100t water on Main Car
Deck is kept constant during the whole calculation. The amount of 1100t water on the
Main Car Deck corresponds to a list of about 25°. And again the Transversal Centre of
Gravity of the vehicles on Main Car Deck, is moved stepwise - in 0.2m steps - from -2.1m
out of Centre Line to Starboard-Side to finally -6.1m Starboard-Side.
Figure 8.12: Scenario 5 – Compartment under Consideration
Shift of TCG of Vehicles at 1100t Water on Main Car Deck
34,00
33,00
32,00
List of Vessel in Deg
31,00
30,00
29,00
28,00
27,00
26,00
25,00
24,00
-6,50 -6,00 -5,50 -5,00 -4,50 -4,00 -3,50 -3,00 -2,50 -2,00
Shift of TCG of Vehicles on Main Car Deck in m
Figure 8.13: Shift of CG of Vehicles, 1100t Water on Main Car Deck, Shift over List

8 Hydrostatic Scenarios Page 127
TCG on –2.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.00 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.73 |
|Draft at LbP/2........: | 4.74 |
|Draft at F.P..........: | 4.76 |
|Trim (F.P. - A.P.)....: | 0.03 |
|Heel (pos. stbd)......: | 24.66 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –2.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.69 |
|Draft at LbP/2........: | 4.71 |
|Draft at F.P..........: | 4.73 |
|Trim (F.P. - A.P.)....: | 0.04 |
|Heel (pos. stbd)......: | 25.07 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –2.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.04 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.65 |
|Draft at LbP/2........: | 4.68 |
|Draft at F.P..........: | 4.71 |
|Trim (F.P. - A.P.)....: | 0.06 |
|Heel (pos. stbd)......: | 25.47 |
|GM....................: | 2.15 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –2.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.05 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.62 |
|Draft at LbP/2........: | 4.65 |
|Draft at F.P..........: | 4.69 |
|Trim (F.P. - A.P.)....: | 0.07 |
|Heel (pos. stbd)......: | 25.88 |
|GM....................: | 2.12 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 128
TCG on –2.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.07 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.58 |
|Draft at LbP/2........: | 4.62 |
|Draft at F.P..........: | 4.66 |
|Trim (F.P. - A.P.)....: | 0.08 |
|Heel (pos. stbd)......: | 26.28 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –3.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.09 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.54 |
|Draft at LbP/2........: | 4.59 |
|Draft at F.P..........: | 4.64 |
|Trim (F.P. - A.P.)....: | 0.10 |
|Heel (pos. stbd)......: | 26.68 |
|GM....................: | 2.16 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –3.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.10 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.50 |
|Draft at LbP/2........: | 4.55 |
|Draft at F.P..........: | 4.61 |
|Trim (F.P. - A.P.)....: | 0.11 |
|Heel (pos. stbd)......: | 27.08 |
|GM....................: | 2.17 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –3.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.12 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.46 |
|Draft at LbP/2........: | 4.52 |
|Draft at F.P..........: | 4.58 |
|Trim (F.P. - A.P.)....: | 0.12 |
|Heel (pos. stbd)......: | 27.47 |
|GM....................: | 2.17 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 129
TCG on –3.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.14 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.42 |
|Draft at LbP/2........: | 4.49 |
|Draft at F.P..........: | 4.56 |
|Trim (F.P. - A.P.)....: | 0.14 |
|Heel (pos. stbd)......: | 27.86 |
|GM....................: | 2.16 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –3.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.15 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.38 |
|Draft at LbP/2........: | 4.45 |
|Draft at F.P..........: | 4.53 |
|Trim (F.P. - A.P.)....: | 0.15 |
|Heel (pos. stbd)......: | 28.26 |
|GM....................: | 2.16 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –4.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.17 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.34 |
|Draft at LbP/2........: | 4.42 |
|Draft at F.P..........: | 4.50 |
|Trim (F.P. - A.P.)....: | 0.16 |
|Heel (pos. stbd)......: | 28.65 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –4.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.19 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.30 |
|Draft at LbP/2........: | 4.38 |
|Draft at F.P..........: | 4.47 |
|Trim (F.P. - A.P.)....: | 0.17 |
|Heel (pos. stbd)......: | 29.05 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 130
TCG on –4.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.20 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.26 |
|Draft at LbP/2........: | 4.35 |
|Draft at F.P..........: | 4.44 |
|Trim (F.P. - A.P.)....: | 0.18 |
|Heel (pos. stbd)......: | 29.45 |
|GM....................: | 2.11 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –4.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.22 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.21 |
|Draft at LbP/2........: | 4.31 |
|Draft at F.P..........: | 4.41 |
|Trim (F.P. - A.P.)....: | 0.20 |
|Heel (pos. stbd)......: | 29.85 |
|GM....................: | 2.10 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –4.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.24 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.17 |
|Draft at LbP/2........: | 4.27 |
|Draft at F.P..........: | 4.38 |
|Trim (F.P. - A.P.)....: | 0.21 |
|Heel (pos. stbd)......: | 30.25 |
|GM....................: | 2.05 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –5.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.25 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.13 |
|Draft at LbP/2........: | 4.24 |
|Draft at F.P..........: | 4.35 |
|Trim (F.P. - A.P.)....: | 0.22 |
|Heel (pos. stbd)......: | 30.65 |
|GM....................: | 2.01 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 131
TCG on –5.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.27 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.08 |
|Draft at LbP/2........: | 4.20 |
|Draft at F.P..........: | 4.31 |
|Trim (F.P. - A.P.)....: | 0.23 |
|Heel (pos. stbd)......: | 31.07 |
|GM....................: | 1.97 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –5.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.29 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 4.03 |
|Draft at LbP/2........: | 4.15 |
|Draft at F.P..........: | 4.27 |
|Trim (F.P. - A.P.)....: | 0.24 |
|Heel (pos. stbd)......: | 31.49 |
|GM....................: | 1.94 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –5.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.30 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 3.98 |
|Draft at LbP/2........: | 4.11 |
|Draft at F.P..........: | 4.24 |
|Trim (F.P. - A.P.)....: | 0.25 |
|Heel (pos. stbd)......: | 31.91 |
|GM....................: | 1.91 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
TCG on –5.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.32 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 3.94 |
|Draft at LbP/2........: | 4.07 |
|Draft at F.P..........: | 4.20 |
|Trim (F.P. - A.P.)....: | 0.26 |
|Heel (pos. stbd)......: | 32.34 |
|GM....................: | 1.87 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 132
TCG on –6.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN5 |
+------------------------------+----------+
|Total mass............: |13138.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.34 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 3.88 |
|Draft at LbP/2........: | 4.02 |
|Draft at F.P..........: | 4.16 |
|Trim (F.P. - A.P.)....: | 0.27 |
|Heel (pos. stbd)......: | 32.77 |
|GM....................: | 1.84 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 133
8.8 Scenario 6
In Scenario 6 the mass 300t water on Main Car Deck is assumed and this mass is kept
constant during the whole calculations. But in addition to the water on Main Car Deck,
the list of the vessel is calculated with water in a lower compartment, the Steering Gear
Room, beginning at frame –3, and the store of Tween Deck, beginning at frame 5. The
calculation is carried out stepwise in 5t steps up to 25t and then in 25t steps to 125t of
water.
In this scenario the water may enter the compartment by the cargo lift beginning at frame
23. The E4 Compartment ID is 89.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.14: Scenario 6 – Compartments under Consideration

8 Hydrostatic Scenarios Page 134
300t Water on Main Car Deck and Water in Steeringgear
Room and Store Deck 1, Frame -3/ Frame 5, E4 ID 89
12,00
11,75
List of Vessel in Deg
11,50
11,25
11,00
10,75
10,50
10,25
10,00
9,75
9,50
0,00 12,50 25,00 37,50 50,00 62,50 75,00 87,50 100,00 112,50 125,00
Water in Compartment in t
Figure 8.15: Water in Compartment 89 and 300t Water on Main Car Deck, Mass over List
0t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.00 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
5t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12343.9 |
|LCG f. A.P............: | 63.41 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 10.08 |
|GM....................: | 1.67 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 135
10t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12348.9 |
|LCG f. A.P............: | 63.39 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.51 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.47 |
|Heel (pos. stbd)......: | 10.15 |
|GM....................: | 1.67 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+
15t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.37 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.51 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.48 |
|Heel (pos. stbd)......: | 10.23 |
|GM....................: | 1.67 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
20t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12358.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.51 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.48 |
|Heel (pos. stbd)......: | 10.30 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+
25t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.32 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.51 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.02 |
|Trim (F.P. - A.P.)....: | -0.49 |
|Heel (pos. stbd)......: | 10.38 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 136
50t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12388.9 |
|LCG f. A.P............: | 63.21 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.49 |
|Draft at A.P ........: | 5.53 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 4.99 |
|Trim (F.P. - A.P.)....: | -0.54 |
|Heel (pos. stbd)......: | 10.72 |
|GM....................: | 1.65 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+
75t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12413.9 |
|LCG f. A.P............: | 63.10 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.54 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 4.96 |
|Trim (F.P. - A.P.)....: | -0.58 |
|Heel (pos. stbd)......: | 11.05 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.26 |
+------------------------------+----------+
100t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 62.98 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.47 |
|Draft at A.P ........: | 5.56 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 4.93 |
|Trim (F.P. - A.P.)....: | -0.62 |
|Heel (pos. stbd)......: | 11.37 |
|GM....................: | 1.65 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+
125t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12463.9 |
|LCG f. A.P............: | 62.87 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.58 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 4.91 |
|Trim (F.P. - A.P.)....: | -0.67 |
|Heel (pos. stbd)......: | 11.67 |
|GM....................: | 1.64 |
|Max. KG...............: | 11.31 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 137
8.9 Scenario 7
Scenario 7 is quite the same to scenario 6. The compartment under consideration is the
store, beginning in frame 33, ending at frame 43. The mass of 300t of water on Main Car
Deck is assumed and this mass is kept constant during the whole calculations. The
calculation is carried out stepwise in 5t steps up to 25t and then in 25t steps to 125t of
water, like in scenario 6.
In this scenario the water may enter the compartment by the lift beginning at frame 39.5.
The E4 Compartment ID is 105.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.16: Scenario 7 – Compartments under Consideration

8 Hydrostatic Scenarios Page 138
300t Water on Main Car Deck and Water in Store Deck 1,
Frame 33...43, E4 ID 105
12,00
11,75
List of Vessel in Deg
11,50
11,25
11,00
10,75
10,50
10,25
10,00
9,75
9,50
0,00 12,50 25,00 37,50 50,00 62,50 75,00 87,50 100,00 112,50 125,00
Water in Compartment in t
Figure 8.17: Water in Compartment 105 and 300t Water on Main Car Deck, Mass over List
0t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN6 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.00 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
5t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN7 |
+------------------------------+----------+
|Total mass............: |12343.9 |
|LCG f. A.P............: | 63.42 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 10.11 |
|GM....................: | 1.68 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 139
10t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN7 |
+------------------------------+----------+
|Total mass............: |12348.9 |
|LCG f. A.P............: | 63.41 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 10.21 |
|GM....................: | 1.68 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+
15t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN7 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.39 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 10.31 |
|GM....................: | 1.69 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
20t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN7 |
+------------------------------+----------+
|Total mass............: |12358.9 |
|LCG f. A.P............: | 63.38 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 10.40 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
25t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN7 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.36 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.47 |
|Heel (pos. stbd)......: | 10.49 |
|GM....................: | 1.71 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 140
50t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN7 |
+------------------------------+----------+
|Total mass............: |12388.9 |
|LCG f. A.P............: | 63.28 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.49 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.49 |
|Heel (pos. stbd)......: | 10.89 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+
75t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN7 |
+------------------------------+----------+
|Total mass............: |12413.9 |
|LCG f. A.P............: | 63.21 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.51 |
|Heel (pos. stbd)......: | 11.25 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.26 |
+------------------------------+----------+
100t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN7 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 63.13 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.47 |
|Draft at A.P ........: | 5.51 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 4.98 |
|Trim (F.P. - A.P.)....: | -0.53 |
|Heel (pos. stbd)......: | 11.58 |
|GM....................: | 1.71 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+
125t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN7 |
+------------------------------+----------+
|Total mass............: |12463.9 |
|LCG f. A.P............: | 63.06 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.52 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 4.96 |
|Trim (F.P. - A.P.)....: | -0.55 |
|Heel (pos. stbd)......: | 11.87 |
|GM....................: | 1.71 |
|Max. KG...............: | 11.31 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 141
8.10 Scenario 8
Scenario 8 is quite the same to scenario 6. The compartment under consideration is the
store, beginning in frame 43, ending at frame 53. The mass of 300t of water on Main Car
Deck is assumed and this mass is constant during the whole calculations. The calculation
is carried out stepwise in 5t steps up to 25t and then in 25t steps to 125t of water, like in
scenario 6.
In this scenario the water may enter the compartment by the lift beginning at frame 50.
The E4 Compartment ID is 106.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.18: Scenario 8 – Compartments under Consideration

8 Hydrostatic Scenarios Page 142
300t Water on Main Car Deck and Water in Store Deck 1,
Frame 43...53, E4 ID 106
List of Vessel in Deg
12,50
12,25
12,00
11,75
11,50
11,25
11,00
10,75
10,50
10,25
10,00
9,75
9,50
0,00 12,50 25,00 37,50 50,00 62,50 75,00 87,50 100,00 112,50 125,00
Water in Compartment in t
Figure 8.19: Water in Compartment 106 and 300t water on Main Car Deck, Mass over List
0t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.00 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
5t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12343.9 |
|LCG f. A.P............: | 63.42 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.12 |
|GM....................: | 1.68 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 143
10t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12348.9 |
|LCG f. A.P............: | 63.41 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.23 |
|GM....................: | 1.68 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+
15t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.40 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.33 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
20t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12358.9 |
|LCG f. A.P............: | 63.39 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.43 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
25t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.38 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 10.53 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 144
50t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12388.9 |
|LCG f. A.P............: | 63.32 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.49 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.02 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 10.96 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+
75t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12413.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.47 |
|Heel (pos. stbd)......: | 11.34 |
|GM....................: | 1.73 |
|Max. KG...............: | 11.26 |
+------------------------------+----------+
100t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 63.20 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.47 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.49 |
|Heel (pos. stbd)......: | 11.68 |
|GM....................: | 1.73 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+
125t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12463.9 |
|LCG f. A.P............: | 63.14 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 4.99 |
|Trim (F.P. - A.P.)....: | -0.50 |
|Heel (pos. stbd)......: | 11.99 |
|GM....................: | 1.73 |
|Max. KG...............: | 11.31 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 145
8.11 Scenario 9
In Scenario 9 the mass 300t water on Main Car Deck is assumed and this mass is kept
constant during the whole calculations. In addition to the water on Main Car Deck, the
Main Engine Room is under consideration. The calculation is carried out stepwise in 5t
steps up to 25t and then in 25t steps to 250t of water.
In this scenario the water entered the Main Engine Room through the air ducts. E4
Compartment ID is 82.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.20: Scenario 9 – Compartments under Consideration

8 Hydrostatic Scenarios Page 146
300t Water on Main Car Deck and Water in Main Engine Room
List of Vessel in Deg
13,25
13,00
12,75
12,50
12,25
12,00
11,75
11,50
11,25
11,00
10,75
10,50
10,25
10,00
9,75
0,00 25,00 50,00 75,00 100,00 125,00 150,00 175,00 200,00 225,00 250,00
Water in Compartment in t
Figure 8.21: Water in Main Engine Room, 300t Water on Main Car Deck, Mass over List
0t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN8 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.00 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
5t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12343.9 |
|LCG f. A.P............: | 63.43 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.10 |
|GM....................: | 1.68 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 147
10t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12348.9 |
|LCG f. A.P............: | 63.42 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.20 |
|GM....................: | 1.68 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+
15t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.41 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.29 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
20t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12358.9 |
|LCG f. A.P............: | 63.41 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.38 |
|GM....................: | 1.71 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
25t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.40 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.47 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 148
50t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12388.9 |
|LCG f. A.P............: | 63.36 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 10.86 |
|GM....................: | 1.74 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+
75t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12413.9 |
|LCG f. A.P............: | 63.33 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 11.21 |
|GM....................: | 1.76 |
|Max. KG...............: | 11.26 |
+------------------------------+----------+
100t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 63.29 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 11.52 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+
125t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 63.29 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 11.52 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 149
150t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12488.9 |
|LCG f. A.P............: | 63.22 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.02 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 12.07 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.33 |
+------------------------------+----------+
175t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12513.9 |
|LCG f. A.P............: | 63.18 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.39 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 12.31 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.35 |
+------------------------------+----------+
200t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12538.9 |
|LCG f. A.P............: | 63.14 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.37 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.47 |
|Heel (pos. stbd)......: | 12.53 |
|GM....................: | 1.76 |
|Max. KG...............: | 11.37 |
+------------------------------+----------+
225t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12563.9 |
|LCG f. A.P............: | 63.11 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.35 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.47 |
|Heel (pos. stbd)......: | 12.74 |
|GM....................: | 1.75 |
|Max. KG...............: | 11.40 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 150
250t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN9 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.07 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.34 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.48 |
|Heel (pos. stbd)......: | 12.92 |
|GM....................: | 1.76 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 151
8.12 Scenario 10
Scenario 10 is completely identical to scenario 9, excepting the amount of water on the
Main Car Deck: the mass 550t water on Main Car Deck is assumed and this mass is kept
constant during the whole calculations. In addition to the water on Main Car Deck, the
Main Engine Room is under consideration. The calculation is carried out stepwise in 5t
steps up to 25t and then in 25t steps to 250t of water.
In this scenario the water entered the Main Engine Room through the air ducts. E4
Compartment ID is 82.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.22: Scenario 10 – Compartments under Consideration

8 Hydrostatic Scenarios Page 152
List of Vessel in Deg
550t Water on Main Car Deck and Water in Main Engine Room
18,25
18,00
17,75
17,50
17,25
17,00
16,75
16,50
16,25
16,00
15,75
15,50
15,25
15,00
0,00 25,00 50,00 75,00 100,00 125,00 150,00 175,00 200,00 225,00 250,00
Water in Compartment in t
Figure 8.23: Water in Main Engine Room, 550t Water on Main Car Deck, Mass over List
0t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 15.28 |
|GM....................: | 1.87 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
5t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12593.9 |
|LCG f. A.P............: | 63.34 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 15.37 |
|GM....................: | 1.87 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 153
10t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12598.9 |
|LCG f. A.P............: | 63.33 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.45 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 15.45 |
|GM....................: | 1.88 |
|Max. KG...............: | 11.43 |
+------------------------------+----------+
15t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12603.9 |
|LCG f. A.P............: | 63.32 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.45 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 15.52 |
|GM....................: | 1.87 |
|Max. KG...............: | 11.43 |
+------------------------------+----------+
20t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12608.9 |
|LCG f. A.P............: | 63.32 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.45 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.13 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 15.60 |
|GM....................: | 1.88 |
|Max. KG...............: | 11.44 |
+------------------------------+----------+
25t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12613.9 |
|LCG f. A.P............: | 63.31 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.26 |
|Draft at LbP/2........: | 5.13 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 15.67 |
|GM....................: | 1.90 |
|Max. KG...............: | 11.44 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 154
50t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12638.9 |
|LCG f. A.P............: | 63.27 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.42 |
|Draft at A.P ........: | 5.26 |
|Draft at LbP/2........: | 5.12 |
|Draft at F.P..........: | 4.99 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 16.01 |
|GM....................: | 1.91 |
|Max. KG...............: | 11.46 |
+------------------------------+----------+
75t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12663.9 |
|LCG f. A.P............: | 63.24 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.25 |
|Draft at LbP/2........: | 5.11 |
|Draft at F.P..........: | 4.98 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 16.32 |
|GM....................: | 1.93 |
|Max. KG...............: | 11.49 |
+------------------------------+----------+
100t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12688.9 |
|LCG f. A.P............: | 63.20 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.39 |
|Draft at A.P ........: | 5.25 |
|Draft at LbP/2........: | 5.11 |
|Draft at F.P..........: | 4.97 |
|Trim (F.P. - A.P.)....: | -0.28 |
|Heel (pos. stbd)......: | 16.61 |
|GM....................: | 1.95 |
|Max. KG...............: | 11.51 |
+------------------------------+----------+
125t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12713.9 |
|LCG f. A.P............: | 63.16 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.37 |
|Draft at A.P ........: | 5.24 |
|Draft at LbP/2........: | 5.11 |
|Draft at F.P..........: | 4.96 |
|Trim (F.P. - A.P.)....: | -0.29 |
|Heel (pos. stbd)......: | 16.87 |
|GM....................: | 1.96 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 155
150t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12738.9 |
|LCG f. A.P............: | 63.13 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.35 |
|Draft at A.P ........: | 5.24 |
|Draft at LbP/2........: | 5.10 |
|Draft at F.P..........: | 4.95 |
|Trim (F.P. - A.P.)....: | -0.30 |
|Heel (pos. stbd)......: | 17.12 |
|GM....................: | 1.97 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
175t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12763.9 |
|LCG f. A.P............: | 63.10 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.34 |
|Draft at A.P ........: | 5.24 |
|Draft at LbP/2........: | 5.09 |
|Draft at F.P..........: | 4.94 |
|Trim (F.P. - A.P.)....: | -0.31 |
|Heel (pos. stbd)......: | 17.34 |
|GM....................: | 1.97 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
200t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12788.9 |
|LCG f. A.P............: | 63.06 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.32 |
|Draft at A.P ........: | 5.25 |
|Draft at LbP/2........: | 5.09 |
|Draft at F.P..........: | 4.93 |
|Trim (F.P. - A.P.)....: | -0.32 |
|Heel (pos. stbd)......: | 17.56 |
|GM....................: | 1.99 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
225t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12813.9 |
|LCG f. A.P............: | 63.03 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.30 |
|Draft at A.P ........: | 5.25 |
|Draft at LbP/2........: | 5.08 |
|Draft at F.P..........: | 4.92 |
|Trim (F.P. - A.P.)....: | -0.33 |
|Heel (pos. stbd)......: | 17.76 |
|GM....................: | 2.00 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 156
250t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN10 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 62.99 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.29 |
|Draft at A.P ........: | 5.25 |
|Draft at LbP/2........: | 5.08 |
|Draft at F.P..........: | 4.91 |
|Trim (F.P. - A.P.)....: | -0.34 |
|Heel (pos. stbd)......: | 17.95 |
|GM....................: | 1.98 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 157
8.13 Scenario 11
In scenario 11 the mass 300t water on Main Car Deck is assumed and this mass is kept
constant during the whole calculations. In addition to the water on Main Car Deck, the
Auxiliary Engine Room is under consideration. The calculation is carried out stepwise in
5t steps up to 25t and then in 25t steps to 250t of water.
In this scenario the water entered the Auxiliary Engine Room through the air ducts. E4
Compartment ID is 83.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.24: Scenario 11 – Compartments under Consideration

8 Hydrostatic Scenarios Page 158
300t Water on Main Car Deck and Water in Auxiliary Engine
Room
13,00
12,50
List of Vessel in Deg
12,00
11,50
11,00
10,50
10,00
9,50
0,00 25,00 50,00 75,00 100,00 125,00 150,00 175,00 200,00 225,00 250,00
Water in Compartment in t
Figure 8.25: Water in Auxiliary Engine Room, 300t Water on Main Car Deck, Mass over List
0t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 9.99 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
5t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12343.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.11 |
|GM....................: | 1.68 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 159
10t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12348.9 |
|LCG f. A.P............: | 63.43 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 10.21 |
|GM....................: | 1.69 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+
15t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.43 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 10.31 |
|GM....................: | 1.69 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
20t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12358.9 |
|LCG f. A.P............: | 63.43 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 10.40 |
|GM....................: | 1.71 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
25t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.43 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 10.49 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 160
50t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12388.9 |
|LCG f. A.P............: | 63.42 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.06 |
|Trim (F.P. - A.P.)....: | -0.41 |
|Heel (pos. stbd)......: | 10.90 |
|GM....................: | 1.74 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+
75t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12413.9 |
|LCG f. A.P............: | 63.41 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.46 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.06 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 11.25 |
|GM....................: | 1.76 |
|Max. KG...............: | 11.26 |
+------------------------------+----------+
100t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 63.40 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.45 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.06 |
|Trim (F.P. - A.P.)....: | -0.38 |
|Heel (pos. stbd)......: | 11.55 |
|GM....................: | 1.78 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+
125t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12463.9 |
|LCG f. A.P............: | 63.39 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.42 |
|Draft at A.P ........: | 5.44 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.07 |
|Trim (F.P. - A.P.)....: | -0.37 |
|Heel (pos. stbd)......: | 11.83 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.31 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 161
150t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12488.9 |
|LCG f. A.P............: | 63.38 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.43 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.07 |
|Trim (F.P. - A.P.)....: | -0.37 |
|Heel (pos. stbd)......: | 12.08 |
|GM....................: | 1.78 |
|Max. KG...............: | 11.33 |
+------------------------------+----------+
175t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12513.9 |
|LCG f. A.P............: | 63.37 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.39 |
|Draft at A.P ........: | 5.43 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.07 |
|Trim (F.P. - A.P.)....: | -0.36 |
|Heel (pos. stbd)......: | 12.30 |
|GM....................: | 1.78 |
|Max. KG...............: | 11.35 |
+------------------------------+----------+
200t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12538.9 |
|LCG f. A.P............: | 63.36 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.37 |
|Draft at A.P ........: | 5.43 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.08 |
|Trim (F.P. - A.P.)....: | -0.35 |
|Heel (pos. stbd)......: | 12.50 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.37 |
+------------------------------+----------+
225t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12563.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.35 |
|Draft at A.P ........: | 5.42 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.08 |
|Trim (F.P. - A.P.)....: | -0.35 |
|Heel (pos. stbd)......: | 12.69 |
|GM....................: | 1.75 |
|Max. KG...............: | 11.40 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 162
250t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN11 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.34 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.34 |
|Draft at A.P ........: | 5.42 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.08 |
|Trim (F.P. - A.P.)....: | -0.34 |
|Heel (pos. stbd)......: | 12.85 |
|GM....................: | 1.74 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 163
8.14 Scenario 12
Scenario 12 is exactly the same scenario than scenario 11, except the mass of water on the
Main Car Deck: 550t water on Main Car Deck is assumed and this mass is kept constant
during the whole calculations. In addition to the water on Main Car Deck, the Auxiliary
Engine Room is under consideration. The calculation is carried out stepwise in 5t steps up
to 25t and then in 25t steps to 250t of water.
In this scenario the water entered the Auxiliary Engine Room through the air ducts. E4
Compartment ID is 83.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.26: Scenario 12 – Compartments under Consideration

8 Hydrostatic Scenarios Page 164
550t Water on Main Car Deck and Water in Auxiliary Engine
Room
List of Vessel in Deg
18,00
17,75
17,50
17,25
17,00
16,75
16,50
16,25
16,00
15,75
15,50
15,25
15,00
0,00 25,00 50,00 75,00 100,00 125,00 150,00 175,00 200,00 225,00 250,00
Water in Compartment in t
Figure 8.27: Water in Auxiliary Engine Room, 550t Water on Main Car Deck, Mass over List
0t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 15.28 |
|GM....................: | 1.88 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+
5t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12593.9 |
|LCG f. A.P............: | 63.34 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 15.37 |
|GM....................: | 1.87 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 165
10t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12598.9 |
|LCG f. A.P............: | 63.34 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.45 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 15.46 |
|GM....................: | 1.88 |
|Max. KG...............: | 11.43 |
+------------------------------+----------+
15t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12603.9 |
|LCG f. A.P............: | 63.34 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.45 |
|Draft at A.P ........: | 5.26 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.25 |
|Heel (pos. stbd)......: | 15.54 |
|GM....................: | 1.88 |
|Max. KG...............: | 11.43 |
+------------------------------+----------+
20t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12608.9 |
|LCG f. A.P............: | 63.34 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.45 |
|Draft at A.P ........: | 5.26 |
|Draft at LbP/2........: | 5.13 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.25 |
|Heel (pos. stbd)......: | 15.62 |
|GM....................: | 1.89 |
|Max. KG...............: | 11.44 |
+------------------------------+----------+
25t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12613.9 |
|LCG f. A.P............: | 63.34 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.26 |
|Draft at LbP/2........: | 5.13 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.25 |
|Heel (pos. stbd)......: | 15.70 |
|GM....................: | 1.89 |
|Max. KG...............: | 11.44 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 166
50t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12638.9 |
|LCG f. A.P............: | 63.33 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.42 |
|Draft at A.P ........: | 5.24 |
|Draft at LbP/2........: | 5.12 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.24 |
|Heel (pos. stbd)......: | 16.05 |
|GM....................: | 1.91 |
|Max. KG...............: | 11.46 |
+------------------------------+----------+
75t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12663.9 |
|LCG f. A.P............: | 63.32 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.23 |
|Draft at LbP/2........: | 5.12 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.23 |
|Heel (pos. stbd)......: | 16.36 |
|GM....................: | 1.94 |
|Max. KG...............: | 11.49 |
+------------------------------+----------+
100t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12688.9 |
|LCG f. A.P............: | 63.31 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.39 |
|Draft at A.P ........: | 5.22 |
|Draft at LbP/2........: | 5.11 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.22 |
|Heel (pos. stbd)......: | 16.64 |
|GM....................: | 1.95 |
|Max. KG...............: | 11.51 |
+------------------------------+----------+
125t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12713.9 |
|LCG f. A.P............: | 63.30 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.37 |
|Draft at A.P ........: | 5.21 |
|Draft at LbP/2........: | 5.10 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.21 |
|Heel (pos. stbd)......: | 16.89 |
|GM....................: | 1.97 |
|Max. KG...............: | 11.53 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 167
150t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12738.9 |
|LCG f. A.P............: | 63.29 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.35 |
|Draft at A.P ........: | 5.20 |
|Draft at LbP/2........: | 5.10 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.21 |
|Heel (pos. stbd)......: | 17.13 |
|GM....................: | 1.97 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
175t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12763.9 |
|LCG f. A.P............: | 63.28 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.34 |
|Draft at A.P ........: | 5.20 |
|Draft at LbP/2........: | 5.10 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.20 |
|Heel (pos. stbd)......: | 17.34 |
|GM....................: | 1.99 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
200t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12788.9 |
|LCG f. A.P............: | 63.27 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.32 |
|Draft at A.P ........: | 5.19 |
|Draft at LbP/2........: | 5.10 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.20 |
|Heel (pos. stbd)......: | 17.54 |
|GM....................: | 1.99 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
225t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12813.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.31 |
|Draft at A.P ........: | 5.19 |
|Draft at LbP/2........: | 5.09 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.19 |
|Heel (pos. stbd)......: | 17.73 |
|GM....................: | 1.98 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 168
250t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN12 |
+------------------------------+----------+
|Total mass............: |12838.9 |
|LCG f. A.P............: | 63.25 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.29 |
|Draft at A.P ........: | 5.19 |
|Draft at LbP/2........: | 5.09 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.19 |
|Heel (pos. stbd)......: | 17.90 |
|GM....................: | 1.96 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 169
8.15 Scenario 13
In Scenario 13 a mass on Main Car Deck of 300t of water is assumed and this mass is
kept constant during the whole calculations. In addition to the water on Main Car Deck,
the Pool Room is under consideration. The calculation is carried out stepwise in 5t steps
up to 25t and then in 25t steps to 125t of water. Note that the water in the Pool Room is
additionally to the water in the pool, having a mass of 25t.
E4 Compartment ID is 149.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.28: Scenario 13 – Compartments under Consideration

8 Hydrostatic Scenarios Page 170
11,50
300t Water on Main Car Deck and Water in Pool Room on
Deck 0
11,25
List of Vessel in Deg
11,00
10,75
10,50
10,25
10,00
9,75
0,00 12,50 25,00 37,50 50,00 62,50 75,00 87,50 100,00 112,50 125,00
Water in Compartment in t
Figure 8.29: Water in Pool Room, 300t Water on Main Car Deck, Mass over List
0t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 9.99 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
5t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12343.9 |
|LCG f. A.P............: | 63.45 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 10.09 |
|GM....................: | 1.67 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 171
10t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12348.9 |
|LCG f. A.P............: | 63.46 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.06 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 10.18 |
|GM....................: | 1.69 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+
15t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.48 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.07 |
|Trim (F.P. - A.P.)....: | -0.41 |
|Heel (pos. stbd)......: | 10.27 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
20t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12358.9 |
|LCG f. A.P............: | 63.49 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.07 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 10.35 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
25t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.50 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.08 |
|Trim (F.P. - A.P.)....: | -0.39 |
|Heel (pos. stbd)......: | 10.42 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 172
50t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12388.9 |
|LCG f. A.P............: | 63.57 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.44 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.11 |
|Trim (F.P. - A.P.)....: | -0.33 |
|Heel (pos. stbd)......: | 10.74 |
|GM....................: | 1.75 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+
75t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12413.9 |
|LCG f. A.P............: | 63.64 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.41 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.14 |
|Trim (F.P. - A.P.)....: | -0.28 |
|Heel (pos. stbd)......: | 11.00 |
|GM....................: | 1.75 |
|Max. KG...............: | 11.26 |
+------------------------------+----------+
100t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 63.71 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.39 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.16 |
|Trim (F.P. - A.P.)....: | -0.23 |
|Heel (pos. stbd)......: | 11.21 |
|GM....................: | 1.75 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+
125t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN13 |
+------------------------------+----------+
|Total mass............: |12463.9 |
|LCG f. A.P............: | 63.77 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.42 |
|Draft at A.P ........: | 5.37 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.19 |
|Trim (F.P. - A.P.)....: | -0.18 |
|Heel (pos. stbd)......: | 11.38 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.31 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 173
8.16 Scenario 14
In Scenario 14 a mass on Main Car Deck of 300t of water is assumed and this mass is
kept constant during the whole calculations. In addition to the water on Main Car Deck,
the Pool Room is under consideration and the compartment from frame 85 to 98. The
calculation is carried out stepwise in 5t steps up to 25t and then in 25t steps to 250t of
water. The calculation of 10t is missing, because the amount of water is too few for this
area. Note that the water in the Pool Room is additionally to the water in the pool, having
a mass of 25t.
Water may have come in this area by the door at frame 105 on Main Car Deck; the first
door of the Centre Casing on the Port Side. From there it may have entered the stairs at
frame 90, 95 and 105, as well as the lift at frame 100 and flew in the compartments under
consideration.
E4 Compartment ID is 108.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.30: Scenario 14 Compartments under Consideration

8 Hydrostatic Scenarios Page 174
300t Water on Main Car Deck and Water in Compartments
form Frame 85 to 110 on Deck 0
List of Vessel in Deg
13,50
13,25
13,00
12,75
12,50
12,25
12,00
11,75
11,50
11,25
11,00
10,75
10,50
10,25
10,00
9,75
0,00 25,00 50,00 75,00 100,00 125,00 150,00 175,00 200,00 225,00 250,00
Water in Compartment in t
Figure 8.31: Water in Comp. Fr. 85 to110, 300t Water on Main Car Deck, Mass over List
0t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 9.99 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
10t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12348.9 |
|LCG f. A.P............: | 63.46 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.06 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 10.24 |
|GM....................: | 1.71 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 175
15t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.47 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.06 |
|Trim (F.P. - A.P.)....: | -0.42 |
|Heel (pos. stbd)......: | 10.34 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
20t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12358.9 |
|LCG f. A.P............: | 63.48 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.07 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 10.44 |
|GM....................: | 1.74 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
25t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.49 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.46 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.07 |
|Trim (F.P. - A.P.)....: | -0.39 |
|Heel (pos. stbd)......: | 10.54 |
|GM....................: | 1.74 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+
50t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12388.9 |
|LCG f. A.P............: | 63.55 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.43 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.10 |
|Trim (F.P. - A.P.)....: | -0.34 |
|Heel (pos. stbd)......: | 10.97 |
|GM....................: | 1.77 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 176
75t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12413.9 |
|LCG f. A.P............: | 63.60 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.40 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.12 |
|Trim (F.P. - A.P.)....: | -0.28 |
|Heel (pos. stbd)......: | 11.35 |
|GM....................: | 1.79 |
|Max. KG...............: | 11.26 |
+------------------------------+----------+
100t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 63.66 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.37 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.14 |
|Trim (F.P. - A.P.)....: | -0.23 |
|Heel (pos. stbd)......: | 11.69 |
|GM....................: | 1.81 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+
125t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12463.9 |
|LCG f. A.P............: | 63.72 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.42 |
|Draft at A.P ........: | 5.35 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.16 |
|Trim (F.P. - A.P.)....: | -0.19 |
|Heel (pos. stbd)......: | 12.00 |
|GM....................: | 1.83 |
|Max. KG...............: | 11.31 |
+------------------------------+----------+
150t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12488.9 |
|LCG f. A.P............: | 63.77 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.33 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.19 |
|Trim (F.P. - A.P.)....: | -0.14 |
|Heel (pos. stbd)......: | 12.29 |
|GM....................: | 1.84 |
|Max. KG...............: | 11.33 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 177
175t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12513.9 |
|LCG f. A.P............: | 63.83 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.39 |
|Draft at A.P ........: | 5.30 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.21 |
|Trim (F.P. - A.P.)....: | -0.09 |
|Heel (pos. stbd)......: | 12.55 |
|GM....................: | 1.84 |
|Max. KG...............: | 11.35 |
+------------------------------+----------+
200t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12538.9 |
|LCG f. A.P............: | 63.88 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.37 |
|Draft at A.P ........: | 5.28 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.23 |
|Trim (F.P. - A.P.)....: | -0.05 |
|Heel (pos. stbd)......: | 12.79 |
|GM....................: | 1.84 |
|Max. KG...............: | 11.37 |
+------------------------------+----------+
225t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12563.9 |
|LCG f. A.P............: | 63.94 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.35 |
|Draft at A.P ........: | 5.26 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.25 |
|Trim (F.P. - A.P.)....: | -0.01 |
|Heel (pos. stbd)......: | 13.02 |
|GM....................: | 1.82 |
|Max. KG...............: | 11.40 |
+------------------------------+----------+
250t water in Compartments
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN14 |
+------------------------------+----------+
|Total mass............: |12588.9 |
|LCG f. A.P............: | 63.99 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.34 |
|Draft at A.P ........: | 5.24 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.27 |
|Trim (F.P. - A.P.)....: | 0.03 |
|Heel (pos. stbd)......: | 13.23 |
|GM....................: | 1.83 |
|Max. KG...............: | 11.42 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 178
8.17 Scenario 15
In Scenario 15 a mass on Main Car Deck of 300t of water is assumed and this mass is
constant during the whole calculations. In addition to the water on Main Car Deck, the
Sauna Room, at Centre Line from frame 110 to 120, is filled with water in this simulation.
The calculation is carried out stepwise in 5t steps up to 25t and then in 25t steps to 125t
of water.
E4 Compartment ID is 87.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.
Figure 8.32: Scenario 15 Compartments under Consideration

8 Hydrostatic Scenarios Page 179
300t Water on Main Car Deck and Water in Sauna Room on
Centre Line on Deck 0
10,25
10,20
List of Vessel in Deg
10,15
10,10
10,05
10,00
9,95
9,90
9,85
9,80
9,75
0,00 12,50 25,00 37,50 50,00 62,50 75,00 87,50 100,00 112,50 125,00
Water in Compartment in t
Figure 8.33: Water in Sauna Room an 300t Water on Main Car Deck, Mass over List
0t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 9.99 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
5t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12343.9 |
|LCG f. A.P............: | 63.45 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.06 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 10.02 |
|GM....................: | 1.67 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 180
10t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12348.9 |
|LCG f. A.P............: | 63.47 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.06 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 10.04 |
|GM....................: | 1.68 |
|Max. KG...............: | 11.20 |
+------------------------------+----------+
15t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.49 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.07 |
|Trim (F.P. - A.P.)....: | -0.42 |
|Heel (pos. stbd)......: | 10.06 |
|GM....................: | 1.67 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
20t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12358.9 |
|LCG f. A.P............: | 63.51 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.08 |
|Trim (F.P. - A.P.)....: | -0.41 |
|Heel (pos. stbd)......: | 10.06 |
|GM....................: | 1.68 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
25t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.52 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.29 |
|Draft at F.P..........: | 5.09 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 10.07 |
|GM....................: | 1.70 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 181
50t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12388.9 |
|LCG f. A.P............: | 63.61 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.30 |
|Draft at F.P..........: | 5.13 |
|Trim (F.P. - A.P.)....: | -0.35 |
|Heel (pos. stbd)......: | 10.03 |
|GM....................: | 1.69 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+
75t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12413.9 |
|LCG f. A.P............: | 63.69 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.46 |
|Draft at LbP/2........: | 5.31 |
|Draft at F.P..........: | 5.16 |
|Trim (F.P. - A.P.)....: | -0.30 |
|Heel (pos. stbd)......: | 9.98 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.26 |
+------------------------------+----------+
100t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12438.9 |
|LCG f. A.P............: | 63.78 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.45 |
|Draft at A.P ........: | 5.45 |
|Draft at LbP/2........: | 5.33 |
|Draft at F.P..........: | 5.20 |
|Trim (F.P. - A.P.)....: | -0.25 |
|Heel (pos. stbd)......: | 9.93 |
|GM....................: | 1.73 |
|Max. KG...............: | 11.28 |
+------------------------------+----------+
125t water in Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN15 |
+------------------------------+----------+
|Total mass............: |12463.9 |
|LCG f. A.P............: | 63.86 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.43 |
|Draft at A.P ........: | 5.44 |
|Draft at LbP/2........: | 5.34 |
|Draft at F.P..........: | 5.24 |
|Trim (F.P. - A.P.)....: | -0.19 |
|Heel (pos. stbd)......: | 9.89 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.31 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 182
8.18 Scenario 16
In Scenario 16 a mass on Main Car Deck of 300t of water is assumed and this mass is
kept constant during the whole calculations. In addition to the water on Main Car Deck,
selected compartments, which were under consideration in scenarios before, were equally
loaded in steps of 3t, 5t, 7t, 10t. The range of 10t to 100t is calculated in 5t steps and the
range from 100t to 150t is calculated in steps of 10t.
The Compartments equally filled are:
• Steering Gear Room and Store, frame –3 to 23, E4 ID 91
• Store, frame 33 to 43, E4 ID 51
• Store, frame 43 to 53, E4 ID 52
• Main Engine Room, E4 ID 88
• Auxiliary Engine Room, E4 ID 89
• Sewage Treatment/ Conference on Deck 0 and Pool Room, frame 85 to 110, E4
ID 133. This compartments are calculated starting with 7t.
The water is assumed to enter the compartments via the Main Car Deck and pouring by
unclosed doors of the Centre Casing in the compartments below the Main Car Deck.
The two cabin compartments on Deck 1, from frame 110 to 120 and 120 to 132 are
connected by the central stair case and to the compartment with E4 ID 133.
The TCG of vehicles on Main Car Deck is kept fixed at –2.1m.

8 Hydrostatic Scenarios Page 183
Figure 8.34: Scenario 16 – Compartments under Consideration
300t Water on Main Car Deck and Water in selected
Compartments
List of Vessel in Deg
22,00
21,00
20,00
19,00
18,00
17,00
16,00
15,00
14,00
13,00
12,00
11,00
10,00
9,00
0,00 15,00 30,00 45,00 60,00 75,00 90,00 105,00 120,00 135,00 150,00
Water in Compartment in t
Figure 8.35: Water in Sauna Room an 300t Water on Main Car Deck, Mass over List

8 Hydrostatic Scenarios Page 184
0t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 9.99 |
|GM....................: | 1.66 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
3t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.40 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.27 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.32 |
|GM....................: | 1.69 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
5t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.38 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.52 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+
7t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12380.9 |
|LCG f. A.P............: | 63.37 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.49 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 10.87 |
|GM....................: | 1.75 |
|Max. KG...............: | 11.23 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 185
10t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12398.9 |
|LCG f. A.P............: | 63.34 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 11.22 |
|GM....................: | 1.78 |
|Max. KG...............: | 11.25 |
+------------------------------+----------+
15t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12428.9 |
|LCG f. A.P............: | 63.29 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.46 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.02 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 11.76 |
|GM....................: | 1.81 |
|Max. KG...............: | 11.27 |
+------------------------------+----------+
20t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12458.9 |
|LCG f. A.P............: | 63.24 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.44 |
|Draft at LbP/2........: | 5.23 |
|Draft at F.P..........: | 5.01 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 12.28 |
|GM....................: | 1.83 |
|Max. KG...............: | 11.30 |
+------------------------------+----------+
25t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12488.9 |
|LCG f. A.P............: | 63.20 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.43 |
|Draft at A.P ........: | 5.43 |
|Draft at LbP/2........: | 5.22 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 12.77 |
|GM....................: | 1.86 |
|Max. KG...............: | 11.33 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 186
30t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12518.9 |
|LCG f. A.P............: | 63.15 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.42 |
|Draft at LbP/2........: | 5.21 |
|Draft at F.P..........: | 4.99 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 13.25 |
|GM....................: | 1.86 |
|Max. KG...............: | 11.36 |
+------------------------------+----------+
35t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12548.9 |
|LCG f. A.P............: | 63.10 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.39 |
|Draft at A.P ........: | 5.41 |
|Draft at LbP/2........: | 5.20 |
|Draft at F.P..........: | 4.98 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 13.71 |
|GM....................: | 1.88 |
|Max. KG...............: | 11.38 |
+------------------------------+----------+
40t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12578.9 |
|LCG f. A.P............: | 63.06 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.37 |
|Draft at A.P ........: | 5.41 |
|Draft at LbP/2........: | 5.18 |
|Draft at F.P..........: | 4.96 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 14.15 |
|GM....................: | 1.93 |
|Max. KG...............: | 11.41 |
+------------------------------+----------+
45t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12608.9 |
|LCG f. A.P............: | 63.01 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 5.40 |
|Draft at LbP/2........: | 5.17 |
|Draft at F.P..........: | 4.95 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 14.59 |
|GM....................: | 1.92 |
|Max. KG...............: | 11.44 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 187
50t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12638.9 |
|LCG f. A.P............: | 62.96 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.34 |
|Draft at A.P ........: | 5.39 |
|Draft at LbP/2........: | 5.16 |
|Draft at F.P..........: | 4.94 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 15.01 |
|GM....................: | 1.94 |
|Max. KG...............: | 11.46 |
+------------------------------+----------+
55t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12668.9 |
|LCG f. A.P............: | 62.92 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.32 |
|Draft at A.P ........: | 5.38 |
|Draft at LbP/2........: | 5.15 |
|Draft at F.P..........: | 4.92 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 15.42 |
|GM....................: | 1.93 |
|Max. KG...............: | 11.49 |
+------------------------------+----------+
60t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12698.9 |
|LCG f. A.P............: | 62.87 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.31 |
|Draft at A.P ........: | 5.38 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 4.91 |
|Trim (F.P. - A.P.)....: | -0.47 |
|Heel (pos. stbd)......: | 15.81 |
|GM....................: | 1.98 |
|Max. KG...............: | 11.52 |
+------------------------------+----------+
65t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12728.9 |
|LCG f. A.P............: | 62.83 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.29 |
|Draft at A.P ........: | 5.37 |
|Draft at LbP/2........: | 5.13 |
|Draft at F.P..........: | 4.90 |
|Trim (F.P. - A.P.)....: | -0.47 |
|Heel (pos. stbd)......: | 16.20 |
|GM....................: | 1.99 |
|Max. KG...............: | 11.55 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 188
70t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12758.9 |
|LCG f. A.P............: | 62.78 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.28 |
|Draft at A.P ........: | 5.36 |
|Draft at LbP/2........: | 5.12 |
|Draft at F.P..........: | 4.88 |
|Trim (F.P. - A.P.)....: | -0.48 |
|Heel (pos. stbd)......: | 16.58 |
|GM....................: | 1.99 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
75t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12788.9 |
|LCG f. A.P............: | 62.74 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.26 |
|Draft at A.P ........: | 5.36 |
|Draft at LbP/2........: | 5.11 |
|Draft at F.P..........: | 4.87 |
|Trim (F.P. - A.P.)....: | -0.49 |
|Heel (pos. stbd)......: | 16.95 |
|GM....................: | 2.02 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
80t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12818.9 |
|LCG f. A.P............: | 62.69 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.24 |
|Draft at A.P ........: | 5.35 |
|Draft at LbP/2........: | 5.10 |
|Draft at F.P..........: | 4.85 |
|Trim (F.P. - A.P.)....: | -0.50 |
|Heel (pos. stbd)......: | 17.31 |
|GM....................: | 2.05 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
85t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12848.9 |
|LCG f. A.P............: | 62.65 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.23 |
|Draft at A.P ........: | 5.35 |
|Draft at LbP/2........: | 5.09 |
|Draft at F.P..........: | 4.84 |
|Trim (F.P. - A.P.)....: | -0.51 |
|Heel (pos. stbd)......: | 17.66 |
|GM....................: | 2.07 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 189
90t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12878.9 |
|LCG f. A.P............: | 62.60 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.21 |
|Draft at A.P ........: | 5.34 |
|Draft at LbP/2........: | 5.08 |
|Draft at F.P..........: | 4.82 |
|Trim (F.P. - A.P.)....: | -0.52 |
|Heel (pos. stbd)......: | 17.99 |
|GM....................: | 2.09 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
95t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12908.9 |
|LCG f. A.P............: | 62.56 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.20 |
|Draft at A.P ........: | 5.34 |
|Draft at LbP/2........: | 5.07 |
|Draft at F.P..........: | 4.81 |
|Trim (F.P. - A.P.)....: | -0.53 |
|Heel (pos. stbd)......: | 18.31 |
|GM....................: | 2.09 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
100t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12938.9 |
|LCG f. A.P............: | 62.51 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.18 |
|Draft at A.P ........: | 5.34 |
|Draft at LbP/2........: | 5.07 |
|Draft at F.P..........: | 4.80 |
|Trim (F.P. - A.P.)....: | -0.54 |
|Heel (pos. stbd)......: | 18.62 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
110t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |12998.9 |
|LCG f. A.P............: | 62.43 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.15 |
|Draft at A.P ........: | 5.33 |
|Draft at LbP/2........: | 5.05 |
|Draft at F.P..........: | 4.77 |
|Trim (F.P. - A.P.)....: | -0.56 |
|Heel (pos. stbd)......: | 19.19 |
|GM....................: | 2.21 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 190
120t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |13058.9 |
|LCG f. A.P............: | 62.34 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.12 |
|Draft at A.P ........: | 5.33 |
|Draft at LbP/2........: | 5.04 |
|Draft at F.P..........: | 4.74 |
|Trim (F.P. - A.P.)....: | -0.59 |
|Heel (pos. stbd)......: | 19.73 |
|GM....................: | 2.23 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
130t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |13118.9 |
|LCG f. A.P............: | 62.25 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.09 |
|Draft at A.P ........: | 5.33 |
|Draft at LbP/2........: | 5.03 |
|Draft at F.P..........: | 4.72 |
|Trim (F.P. - A.P.)....: | -0.61 |
|Heel (pos. stbd)......: | 20.21 |
|GM....................: | 2.24 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
140t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |13178.9 |
|LCG f. A.P............: | 62.17 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.06 |
|Draft at A.P ........: | 5.34 |
|Draft at LbP/2........: | 5.02 |
|Draft at F.P..........: | 4.70 |
|Trim (F.P. - A.P.)....: | -0.64 |
|Heel (pos. stbd)......: | 20.66 |
|GM....................: | 2.29 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
150t water in each Compartment
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN16 |
+------------------------------+----------+
|Total mass............: |13238.9 |
|LCG f. A.P............: | 62.08 |
|TCG f. C.L............: | -0.01 |
|VCG a. B.L (incl. FS).: | 10.03 |
|Draft at A.P ........: | 5.34 |
|Draft at LbP/2........: | 5.01 |
|Draft at F.P..........: | 4.67 |
|Trim (F.P. - A.P.)....: | -0.67 |
|Heel (pos. stbd)......: | 21.08 |
|GM....................: | 2.29 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 191
8.19 Scenario 17
Scenario 17 is very similar to Scenario 16. But in Scenario 17, the water ingress is
combined to a cargo shift. A mass on Main Car Deck of 300t of water is assumed and this
mass is constant during the whole calculations. In addition to the water on Main Car
Deck, selected compartments, which were under consideration in scenarios before, were
equally loaded in steps of 3t, 5t, 7t, 10t. The range of 10t to 100t is calculated in 5t steps.
The Compartments equally filled are:
• Steering Gear Room and Store, frame –3 to 23, E4 ID 91
• Store, frame 33 to 43, E4 ID 51
• Store, frame 43 to 53, E4 ID 52
• Main Engine Room, E4 ID 88
• Auxiliary Engine Room, E4 ID 89
• Sewage Treatment/ Conference on Deck 0 and Pool Room, frame 85 to 110, E4
ID 133. This compartments are calculated starting with 7t.
The water is assumed to enter the compartments via the Main Car Deck and pouring y
unclosed doors of the Centre Casing in the compartments below the Main Car Deck.
The two cabin compartments on Deck 1, from frame 110 to 120 and 120 to 132 are
connected by the central stair case and to the compartment with E4 ID 133.
The cargo shift of the vehicles on the Main Car Deck are allocated in this scenario to an
amount of water in the above mentioned compartments. An increase in water in the
compartments, leads to an increase in list and this contributes a cargo shift and this
increases again the list. The allocation of the cargo shift to an heeling angle is arbitrary
selected, but shall mirror an approach to the sinking sequence.
The following figure shows the allocation of the water in the compartments and the cargo
shift.

8 Hydrostatic Scenarios Page 192
Water
on Main Car Deck
Cargo Shift
of TCG of vehicles
t m off Centre Line t
300 -2,30 0,00
300 -2,30 3,00
300 -2,30 5,00
300 -2,30 7,00
300 -2,50 10,00
300 -2,70 15,00
300 -2,90 20,00
300 -3,10 25,00
300 -3,30 30,00
300 -3,50 35,00
300 -3,70 40,00
300 -3,90 45,00
300 -4,10 50,00
300 -4,30 55,00
300 -4,50 60,00
300 -4,70 65,00
300 -4,90 70,00
300 -5,10 75,00
300 -5,30 80,00
300 -5,50 85,00
300 -5,70 90,00
300 -5,90 95,00
300 -6,10 100,00
Water
in Compartment
Figure 8.36: Allocation of Water on the Main Car Deck, Water in the Compartments and Cargo Shift
of the Vehicles on the Main Car Deck.

8 Hydrostatic Scenarios Page 193
Figure 8.37: Scenario 17 – Compartments under Consideration
List of Vessel in Deg
28
26
24
22
20
18
16
14
12
10
300t Water on Main Car Deck and Water in selected
Compartments and Cargo Shift of Vehicles on Main Car Deck
0 10 20 30 40 50 60 70 80 90 100
-2.3 -2.5 -2.9 -3.3 -3.7 -4.1 -4.5 -4.9 -5.3 -5.7 -6.1
Water in Compartment in t and Cargo Shift of Vehicles in m
Figure 8.38: 300t Water on Main Car Deck and in selected Compartments, Cargo Shift of Vehicles of
Main Car Deck, Mass and Cargo Shift over List

8 Hydrostatic Scenarios Page 194
0t water in each Compartment and TCG –2.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.04 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.47 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.42 |
|Heel (pos. stbd)......: | 10.59 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
3t water in each Compartment and TCG –2.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12353.9 |
|LCG f. A.P............: | 63.40 |
|TCG f. C.L............: | -0.04 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.46 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.42 |
|Heel (pos. stbd)......: | 10.90 |
|GM....................: | 1.74 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
5t water in each Compartment and TCG –2.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12363.9 |
|LCG f. A.P............: | 63.38 |
|TCG f. C.L............: | -0.04 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.46 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 11.10 |
|GM....................: | 1.76 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+
7t water in each Compartment and TCG –2.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12380.9 |
|LCG f. A.P............: | 63.37 |
|TCG f. C.L............: | -0.04 |
|VCG a. B.L (incl. FS).: | 10.49 |
|Draft at A.P ........: | 5.44 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.41 |
|Heel (pos. stbd)......: | 11.44 |
|GM....................: | 1.80 |
|Max. KG...............: | 11.23 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 195
10t water in each Compartment and TCG –2.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12398.9 |
|LCG f. A.P............: | 63.34 |
|TCG f. C.L............: | -0.05 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.40 |
|Draft at LbP/2........: | 5.21 |
|Draft at F.P..........: | 5.02 |
|Trim (F.P. - A.P.)....: | -0.39 |
|Heel (pos. stbd)......: | 12.31 |
|GM....................: | 1.84 |
|Max. KG...............: | 11.25 |
+------------------------------+----------+
15t water in each Compartment and TCG –2.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12428.9 |
|LCG f. A.P............: | 63.29 |
|TCG f. C.L............: | -0.07 |
|VCG a. B.L (incl. FS).: | 10.46 |
|Draft at A.P ........: | 5.36 |
|Draft at LbP/2........: | 5.17 |
|Draft at F.P..........: | 4.99 |
|Trim (F.P. - A.P.)....: | -0.36 |
|Heel (pos. stbd)......: | 13.36 |
|GM....................: | 1.89 |
|Max. KG...............: | 11.27 |
+------------------------------+----------+
20t water in each Compartment and TCG –2.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12458.9 |
|LCG f. A.P............: | 63.24 |
|TCG f. C.L............: | -0.09 |
|VCG a. B.L (incl. FS).: | 10.44 |
|Draft at A.P ........: | 5.31 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 4.97 |
|Trim (F.P. - A.P.)....: | -0.34 |
|Heel (pos. stbd)......: | 14.36 |
|GM....................: | 1.95 |
|Max. KG...............: | 11.30 |
+------------------------------+----------+
25t water in each Compartment and TCG –3.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12488.9 |
|LCG f. A.P............: | 63.20 |
|TCG f. C.L............: | -0.10 |
|VCG a. B.L (incl. FS).: | 10.43 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.10 |
|Draft at F.P..........: | 4.94 |
|Trim (F.P. - A.P.)....: | -0.33 |
|Heel (pos. stbd)......: | 15.31 |
|GM....................: | 1.99 |
|Max. KG...............: | 11.33 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 196
30t water in each Compartment and TCG –3.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12518.9 |
|LCG f. A.P............: | 63.15 |
|TCG f. C.L............: | -0.12 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.23 |
|Draft at LbP/2........: | 5.07 |
|Draft at F.P..........: | 4.91 |
|Trim (F.P. - A.P.)....: | -0.31 |
|Heel (pos. stbd)......: | 16.23 |
|GM....................: | 2.06 |
|Max. KG...............: | 11.36 |
+------------------------------+----------+
35t water in each Compartment and TCG –3.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12548.9 |
|LCG f. A.P............: | 63.10 |
|TCG f. C.L............: | -0.14 |
|VCG a. B.L (incl. FS).: | 10.39 |
|Draft at A.P ........: | 5.18 |
|Draft at LbP/2........: | 5.03 |
|Draft at F.P..........: | 4.88 |
|Trim (F.P. - A.P.)....: | -0.30 |
|Heel (pos. stbd)......: | 17.11 |
|GM....................: | 2.10 |
|Max. KG...............: | 11.38 |
+------------------------------+----------+
40t water in each Compartment and TCG –3.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12578.9 |
|LCG f. A.P............: | 63.06 |
|TCG f. C.L............: | -0.16 |
|VCG a. B.L (incl. FS).: | 10.37 |
|Draft at A.P ........: | 5.14 |
|Draft at LbP/2........: | 5.00 |
|Draft at F.P..........: | 4.85 |
|Trim (F.P. - A.P.)....: | -0.29 |
|Heel (pos. stbd)......: | 17.96 |
|GM....................: | 2.16 |
|Max. KG...............: | 11.41 |
+------------------------------+----------+
45t water in each Compartment and TCG –3.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12608.9 |
|LCG f. A.P............: | 63.01 |
|TCG f. C.L............: | -0.17 |
|VCG a. B.L (incl. FS).: | 10.36 |
|Draft at A.P ........: | 5.10 |
|Draft at LbP/2........: | 4.96 |
|Draft at F.P..........: | 4.82 |
|Trim (F.P. - A.P.)....: | -0.29 |
|Heel (pos. stbd)......: | 18.78 |
|GM....................: | 2.19 |
|Max. KG...............: | 11.44 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 197
50t water in each Compartment and TCG –4.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12638.9 |
|LCG f. A.P............: | 62.96 |
|TCG f. C.L............: | -0.19 |
|VCG a. B.L (incl. FS).: | 10.34 |
|Draft at A.P ........: | 5.06 |
|Draft at LbP/2........: | 4.92 |
|Draft at F.P..........: | 4.78 |
|Trim (F.P. - A.P.)....: | -0.28 |
|Heel (pos. stbd)......: | 19.57 |
|GM....................: | 2.22 |
|Max. KG...............: | 11.46 |
+------------------------------+----------+
55t water in each Compartment and TCG –4.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12668.9 |
|LCG f. A.P............: | 62.92 |
|TCG f. C.L............: | -0.21 |
|VCG a. B.L (incl. FS).: | 10.32 |
|Draft at A.P ........: | 5.02 |
|Draft at LbP/2........: | 4.88 |
|Draft at F.P..........: | 4.75 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 20.35 |
|GM....................: | 2.26 |
|Max. KG...............: | 11.49 |
+------------------------------+----------+
60t water in each Compartment and TCG –4.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12698.9 |
|LCG f. A.P............: | 62.87 |
|TCG f. C.L............: | -0.22 |
|VCG a. B.L (incl. FS).: | 10.31 |
|Draft at A.P ........: | 4.98 |
|Draft at LbP/2........: | 4.85 |
|Draft at F.P..........: | 4.71 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 21.09 |
|GM....................: | 2.26 |
|Max. KG...............: | 11.52 |
+------------------------------+----------+
65t water in each Compartment and TCG –4.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12728.9 |
|LCG f. A.P............: | 62.83 |
|TCG f. C.L............: | -0.24 |
|VCG a. B.L (incl. FS).: | 10.29 |
|Draft at A.P ........: | 4.94 |
|Draft at LbP/2........: | 4.81 |
|Draft at F.P..........: | 4.67 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 21.82 |
|GM....................: | 2.29 |
|Max. KG...............: | 11.55 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 198
70t water in each Compartments and TCG –4.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12758.9 |
|LCG f. A.P............: | 62.78 |
|TCG f. C.L............: | -0.26 |
|VCG a. B.L (incl. FS).: | 10.28 |
|Draft at A.P ........: | 4.90 |
|Draft at LbP/2........: | 4.77 |
|Draft at F.P..........: | 4.64 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 22.53 |
|GM....................: | 2.32 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
75t water in each Compartment and TCG –5.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12788.9 |
|LCG f. A.P............: | 62.74 |
|TCG f. C.L............: | -0.27 |
|VCG a. B.L (incl. FS).: | 10.26 |
|Draft at A.P ........: | 4.86 |
|Draft at LbP/2........: | 4.73 |
|Draft at F.P..........: | 4.60 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 23.21 |
|GM....................: | 2.38 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
80t water in each Compartment and TCG –5.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12818.9 |
|LCG f. A.P............: | 62.69 |
|TCG f. C.L............: | -0.29 |
|VCG a. B.L (incl. FS).: | 10.24 |
|Draft at A.P ........: | 4.83 |
|Draft at LbP/2........: | 4.70 |
|Draft at F.P..........: | 4.56 |
|Trim (F.P. - A.P.)....: | -0.26 |
|Heel (pos. stbd)......: | 23.86 |
|GM....................: | 2.41 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
85t water in each Compartment and TCG –5.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12848.9 |
|LCG f. A.P............: | 62.65 |
|TCG f. C.L............: | -0.31 |
|VCG a. B.L (incl. FS).: | 10.23 |
|Draft at A.P ........: | 4.79 |
|Draft at LbP/2........: | 4.66 |
|Draft at F.P..........: | 4.53 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 24.50 |
|GM....................: | 2.41 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 199
90t water in each Compartment and TCG –5.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12878.9 |
|LCG f. A.P............: | 62.60 |
|TCG f. C.L............: | -0.32 |
|VCG a. B.L (incl. FS).: | 10.21 |
|Draft at A.P ........: | 4.76 |
|Draft at LbP/2........: | 4.62 |
|Draft at F.P..........: | 4.49 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 25.11 |
|GM....................: | 2.43 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
95t water in each Compartment and TCG –5.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12908.9 |
|LCG f. A.P............: | 62.56 |
|TCG f. C.L............: | -0.34 |
|VCG a. B.L (incl. FS).: | 10.20 |
|Draft at A.P ........: | 4.72 |
|Draft at LbP/2........: | 4.58 |
|Draft at F.P..........: | 4.45 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 25.71 |
|GM....................: | 2.43 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
100t water in each Compartment and TCG –6.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN17 |
+------------------------------+----------+
|Total mass............: |12938.9 |
|LCG f. A.P............: | 62.51 |
|TCG f. C.L............: | -0.35 |
|VCG a. B.L (incl. FS).: | 10.18 |
|Draft at A.P ........: | 4.68 |
|Draft at LbP/2........: | 4.55 |
|Draft at F.P..........: | 4.41 |
|Trim (F.P. - A.P.)....: | -0.27 |
|Heel (pos. stbd)......: | 26.29 |
|GM....................: | 2.48 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 200
8.20 Scenario 18
Scenario 18 is very similar to Scenario 17. But in Scenario 18, the water ingress is
combined to a cargo shift in smaller steps and with a smaller range than in scenario 17. A
mass on Main Car Deck of 300t of water is assumed and this mass is constant during the
whole calculations. In addition to the water on Main Car Deck, selected compartments,
which were under consideration in scenarios before, were equally loaded in steps of 3t, 5t,
7t, 10t. The range of 10t to 100t is calculated in 5t steps. There is one compartment more
under consideration than in scenario17, the Separator Room.
The Compartments equally filled are:
• Steering Gear Room and Store, frame –3 to 23, E4 ID 91
• Store, frame 33 to 43, E4 ID 51
• Store, frame 43 to 53, E4 ID 52
• Separator Room, E4 ID 81
• Main Engine Room, E4 ID 88
• Auxiliary Engine Room, E4 ID 89
• Sewage Treatment/ Conference on Deck 0 and Pool Room, frame 85 to 110, E4
ID 133. This compartments are calculated starting with 7t.
The water is assumed to enter the compartments via the Main Car Deck and pouring by
unclosed doors of the Centre Casing in the compartments below the Main Car Deck.
The two cabin compartments on Deck 1, from frame 110 to 120 and 120 to 132 are
connected by the central stair case and to the compartment with E4 ID 133.
The cargo shift of the vehicles on the Main Car Deck are allocated in this scenario to an
amount of water in the above mentioned compartments. An increase in water in the
compartments, leads to an increase in list and this contributes a cargo shift and this
increases again the list. The allocation of the cargo shift to an heeling angle is arbitrarily
selected, but shall mirror a more closely approach to the sinking sequence.
The following Figure shows the allocation of the water in the compartments and the
cargo shift.

8 Hydrostatic Scenarios Page 201
Water
on Main Car Deck
Cargo Shift
of TCG of Vehicles
t m off Centre Line t
300 -2,10 0,00
300 -2,15 3,00
300 -2,20 5,00
300 -2,25 7,00
300 -2,30 10,00
300 -2,40 15,00
300 -2,50 20,00
300 -2,60 25,00
300 -2,70 30,00
300 -2,80 35,00
300 -2,90 40,00
300 -3,00 45,00
300 -3,10 50,00
300 -3,20 55,00
300 -3,30 60,00
300 -3,40 65,00
300 -3,50 70,00
300 -3,60 75,00
300 -3,70 80,00
300 -3,80 85,00
300 -3,90 90,00
300 -4,00 95,00
300 -4,10 100,00
Water
in Compartment
Figure 8.39: Allocation of Water on the Main Car Deck, Water in the Compartments and Cargo Shift
of the Vehicles on the Main Car Deck.

8 Hydrostatic Scenarios Page 202
Figure 8.40: Scenario 18 – Compartments under Consideration
300t Water on Main Car Deck and Water in 7 selected
Compartments and Cargo Shift of Vehicles on Main Car Deck
24
22
List of Vessel in Deg
20
18
16
14
12
10
8
0 10 20 30 40 50 60 70 80 90 100
-2,1 -2,3 -2,5 -2,7 -2,9 -3,1 -3,3 -3,5 -3,7 -3,9 -4,1
Water in Compartment in t and Cargo Shift in m
Figure 8.41: 300t Water on Main Car Deck and in selected Compartments, Cargo Shift of Vehicles of
Main Car Deck, Mass and Cargo Shift over List

8 Hydrostatic Scenarios Page 203
0t water in each Compartment and TCG –2.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12338.9 |
|LCG f. A.P............: | 63.44 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.51 |
|Draft at A.P ........: | 5.50 |
|Draft at LbP/2........: | 5.28 |
|Draft at F.P..........: | 5.05 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 9.99 |
|GM....................: | 1.67 |
|Max. KG...............: | 11.19 |
+------------------------------+----------+
3t water in each Compartment and TCG –2.15m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12356.9 |
|LCG f. A.P............: | 63.39 |
|TCG f. C.L............: | -0.02 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.49 |
|Draft at LbP/2........: | 5.26 |
|Draft at F.P..........: | 5.04 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 10.50 |
|GM....................: | 1.72 |
|Max. KG...............: | 11.21 |
+------------------------------+----------+
5t water in each Compartment and TCG –2.2m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12368.9 |
|LCG f. A.P............: | 63.37 |
|TCG f. C.L............: | -0.03 |
|VCG a. B.L (incl. FS).: | 10.50 |
|Draft at A.P ........: | 5.48 |
|Draft at LbP/2........: | 5.25 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 10.87 |
|GM....................: | 1.74 |
|Max. KG...............: | 11.22 |
+------------------------------+----------+
7t water in each Compartment and TCG –2.25m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12387.9 |
|LCG f. A.P............: | 63.35 |
|TCG f. C.L............: | -0.03 |
|VCG a. B.L (incl. FS).: | 10.48 |
|Draft at A.P ........: | 5.45 |
|Draft at LbP/2........: | 5.24 |
|Draft at F.P..........: | 5.03 |
|Trim (F.P. - A.P.)....: | -0.42 |
|Heel (pos. stbd)......: | 11.37 |
|GM....................: | 1.79 |
|Max. KG...............: | 11.24 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 204
10t water in each Compartment and TCG –2.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12408.9 |
|LCG f. A.P............: | 63.32 |
|TCG f. C.L............: | -0.04 |
|VCG a. B.L (incl. FS).: | 10.47 |
|Draft at A.P ........: | 5.44 |
|Draft at LbP/2........: | 5.23 |
|Draft at F.P..........: | 5.02 |
|Trim (F.P. - A.P.)....: | -0.42 |
|Heel (pos. stbd)......: | 11.87 |
|GM....................: | 1.81 |
|Max. KG...............: | 11.26 |
+------------------------------+----------+
15t water in each Compartment and TCG –2.4m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12443.9 |
|LCG f. A.P............: | 63.26 |
|TCG f. C.L............: | -0.04 |
|VCG a. B.L (incl. FS).: | 10.45 |
|Draft at A.P ........: | 5.41 |
|Draft at LbP/2........: | 5.21 |
|Draft at F.P..........: | 5.00 |
|Trim (F.P. - A.P.)....: | -0.41 |
|Heel (pos. stbd)......: | 12.70 |
|GM....................: | 1.86 |
|Max. KG...............: | 11.29 |
+------------------------------+----------+
20t water in each Compartment and TCG –2.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12478.9 |
|LCG f. A.P............: | 63.20 |
|TCG f. C.L............: | -0.05 |
|VCG a. B.L (incl. FS).: | 10.43 |
|Draft at A.P ........: | 5.38 |
|Draft at LbP/2........: | 5.18 |
|Draft at F.P..........: | 4.98 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 13.50 |
|GM....................: | 1.89 |
|Max. KG...............: | 11.32 |
+------------------------------+----------+
25t water in each Compartment and TCG –2.6m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12513.9 |
|LCG f. A.P............: | 63.14 |
|TCG f. C.L............: | -0.06 |
|VCG a. B.L (incl. FS).: | 10.41 |
|Draft at A.P ........: | 5.36 |
|Draft at LbP/2........: | 5.16 |
|Draft at F.P..........: | 4.96 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 14.26 |
|GM....................: | 1.93 |
|Max. KG...............: | 11.35 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 205
30t water in each Compartment and TCG –2.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12548.9 |
|LCG f. A.P............: | 63.08 |
|TCG f. C.L............: | -0.07 |
|VCG a. B.L (incl. FS).: | 10.39 |
|Draft at A.P ........: | 5.34 |
|Draft at LbP/2........: | 5.14 |
|Draft at F.P..........: | 4.94 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 14.98 |
|GM....................: | 1.98 |
|Max. KG...............: | 11.38 |
+------------------------------+----------+
35t water in each Compartment and TCG –2.8m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12583.9 |
|LCG f. A.P............: | 63.02 |
|TCG f. C.L............: | -0.08 |
|VCG a. B.L (incl. FS).: | 10.37 |
|Draft at A.P ........: | 5.31 |
|Draft at LbP/2........: | 5.11 |
|Draft at F.P..........: | 4.91 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 15.68 |
|GM....................: | 2.03 |
|Max. KG...............: | 11.41 |
+------------------------------+----------+
40t water in each Compartment and TCG –2.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12618.9 |
|LCG f. A.P............: | 62.96 |
|TCG f. C.L............: | -0.09 |
|VCG a. B.L (incl. FS).: | 10.35 |
|Draft at A.P ........: | 5.29 |
|Draft at LbP/2........: | 5.09 |
|Draft at F.P..........: | 4.89 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 16.35 |
|GM....................: | 2.06 |
|Max. KG...............: | 11.45 |
+------------------------------+----------+
45t water in each Compartment and TCG –3.0m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12653.9 |
|LCG f. A.P............: | 62.91 |
|TCG f. C.L............: | -0.09 |
|VCG a. B.L (incl. FS).: | 10.33 |
|Draft at A.P ........: | 5.27 |
|Draft at LbP/2........: | 5.07 |
|Draft at F.P..........: | 4.87 |
|Trim (F.P. - A.P.)....: | -0.40 |
|Heel (pos. stbd)......: | 17.00 |
|GM....................: | 2.07 |
|Max. KG...............: | 11.48 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 206
50t water in each Compartment and TCG –3.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12688.9 |
|LCG f. A.P............: | 62.85 |
|TCG f. C.L............: | -0.10 |
|VCG a. B.L (incl. FS).: | 10.31 |
|Draft at A.P ........: | 5.25 |
|Draft at LbP/2........: | 5.04 |
|Draft at F.P..........: | 4.84 |
|Trim (F.P. - A.P.)....: | -0.41 |
|Heel (pos. stbd)......: | 17.63 |
|GM....................: | 2.13 |
|Max. KG...............: | 11.51 |
+------------------------------+----------+
55t water in each Compartment and TCG –3.2m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12723.9 |
|LCG f. A.P............: | 62.79 |
|TCG f. C.L............: | -0.11 |
|VCG a. B.L (incl. FS).: | 10.29 |
|Draft at A.P ........: | 5.23 |
|Draft at LbP/2........: | 5.02 |
|Draft at F.P..........: | 4.81 |
|Trim (F.P. - A.P.)....: | -0.41 |
|Heel (pos. stbd)......: | 18.24 |
|GM....................: | 2.17 |
|Max. KG...............: | 11.54 |
+------------------------------+----------+
60t water in each Compartment and TCG –3.3m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12758.9 |
|LCG f. A.P............: | 62.74 |
|TCG f. C.L............: | -0.12 |
|VCG a. B.L (incl. FS).: | 10.27 |
|Draft at A.P ........: | 5.21 |
|Draft at LbP/2........: | 5.00 |
|Draft at F.P..........: | 4.79 |
|Trim (F.P. - A.P.)....: | -0.42 |
|Heel (pos. stbd)......: | 18.83 |
|GM....................: | 2.16 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
65t water in each Compartment and TCG –3.4m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12793.9 |
|LCG f. A.P............: | 62.68 |
|TCG f. C.L............: | -0.13 |
|VCG a. B.L (incl. FS).: | 10.25 |
|Draft at A.P ........: | 5.19 |
|Draft at LbP/2........: | 4.98 |
|Draft at F.P..........: | 4.76 |
|Trim (F.P. - A.P.)....: | -0.43 |
|Heel (pos. stbd)......: | 19.41 |
|GM....................: | 2.21 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 207
70t water in each Compartments and TCG –3.5m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12828.9 |
|LCG f. A.P............: | 62.62 |
|TCG f. C.L............: | -0.13 |
|VCG a. B.L (incl. FS).: | 10.23 |
|Draft at A.P ........: | 5.17 |
|Draft at LbP/2........: | 4.95 |
|Draft at F.P..........: | 4.74 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 19.96 |
|GM....................: | 2.24 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
75t water in each Compartment and TCG –3.6m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12863.9 |
|LCG f. A.P............: | 62.57 |
|TCG f. C.L............: | -0.14 |
|VCG a. B.L (incl. FS).: | 10.21 |
|Draft at A.P ........: | 5.15 |
|Draft at LbP/2........: | 4.93 |
|Draft at F.P..........: | 4.71 |
|Trim (F.P. - A.P.)....: | -0.44 |
|Heel (pos. stbd)......: | 20.50 |
|GM....................: | 2.27 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
80t water in each Compartment and TCG –3.7m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12898.9 |
|LCG f. A.P............: | 62.51 |
|TCG f. C.L............: | -0.15 |
|VCG a. B.L (incl. FS).: | 10.19 |
|Draft at A.P ........: | 5.14 |
|Draft at LbP/2........: | 4.91 |
|Draft at F.P..........: | 4.68 |
|Trim (F.P. - A.P.)....: | -0.45 |
|Heel (pos. stbd)......: | 21.01 |
|GM....................: | 2.30 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
85t water in each Compartment and TCG –3.8m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12933.9 |
|LCG f. A.P............: | 62.46 |
|TCG f. C.L............: | -0.16 |
|VCG a. B.L (incl. FS).: | 10.17 |
|Draft at A.P ........: | 5.12 |
|Draft at LbP/2........: | 4.89 |
|Draft at F.P..........: | 4.66 |
|Trim (F.P. - A.P.)....: | -0.46 |
|Heel (pos. stbd)......: | 21.50 |
|GM....................: | 2.32 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 208
90t water in each Compartment and TCG –3.9m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |12968.9 |
|LCG f. A.P............: | 62.40 |
|TCG f. C.L............: | -0.17 |
|VCG a. B.L (incl. FS).: | 10.15 |
|Draft at A.P ........: | 5.11 |
|Draft at LbP/2........: | 4.87 |
|Draft at F.P..........: | 4.63 |
|Trim (F.P. - A.P.)....: | -0.47 |
|Heel (pos. stbd)......: | 21.98 |
|GM....................: | 2.35 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
95t water in each Compartment and TCG –4.0m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |13003.9 |
|LCG f. A.P............: | 62.35 |
|TCG f. C.L............: | -0.17 |
|VCG a. B.L (incl. FS).: | 10.13 |
|Draft at A.P ........: | 5.09 |
|Draft at LbP/2........: | 4.85 |
|Draft at F.P..........: | 4.60 |
|Trim (F.P. - A.P.)....: | -0.49 |
|Heel (pos. stbd)......: | 22.44 |
|GM....................: | 2.35 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+
100t water in each Compartment and TCG –4.1m
+-----------------------------------------+
| Load Case: FIN_VOY_TUHH_SCEN18 |
+------------------------------+----------+
|Total mass............: |13038.9 |
|LCG f. A.P............: | 62.30 |
|TCG f. C.L............: | -0.18 |
|VCG a. B.L (incl. FS).: | 10.12 |
|Draft at A.P ........: | 5.08 |
|Draft at LbP/2........: | 4.83 |
|Draft at F.P..........: | 4.58 |
|Trim (F.P. - A.P.)....: | -0.50 |
|Heel (pos. stbd)......: | 22.88 |
|GM....................: | 2.38 |
|Max. KG...............: | 11.56 |
+------------------------------+----------+

8 Hydrostatic Scenarios Page 209
8.21 Conclusion of the Hydrostatic Calculations
Filling the Main Car Deck with water in scenario 1, the list of MV Estonia increases to
about 55°, and beginning at an amount of 7000t the list starts to decreases again. This is
under the premise, that the Centre Casing and all other openings are assumed to be
watertight. Also under this premise, up to about 3000t the increase in list is monotonically
and reaches values of nearly 50°.
The scenarios 2 to 5 are approaching a cargo shift on the Main Car Deck.. There are
different statements in the testimonies whether vehicles were lashed or not or whether
only trucks were lashed or not. This is investigated in later tasks, but these scenarios shall
show the influence of sliding vehicles on the Main Car Deck. Therefore the range,
calculations were carried out for, is more wide than it has most likely taken place. The
increase in list caused by the shift of the centre of gravity in transversal direction (TCG)
of the vehicles is very decent. The amount of water on the Main Car Deck is varied, but
the value of the gradient is nearly constant.
35
30
List of Vessel in deg
Scenario 2
Scenario 3
10
Scenario 4
Scenario 5
5
-6,5 -6,0 -5,5 -5,0 -4,5 -4,0 -3,5 -3,0 -2,5 -2,0
25
20
15
Shift of TCG of Vehicles on Main Car Deck in m
Figure 8.42: Comparison of Scenarios 2 to 5 concerning List

8 Hydrostatic Scenarios Page 210
By this, approximations in cargo shift can estimated comparable precisely, which eases the
selection of dynamic scenarios concerning this parameter.
The comparison of the scenarios 6 to 15 show as well a decent and harmonic behaviour.
18,0
17,5
17,0
16,5
16,0
15,5
15,0
List of Vessel in deg
14,5
14,0
13,5
13,0
12,5
12,0
11,5
11,0
10,5
10,0
9,5
9,0
Scenario 6
Scenario 7
Scenario 8
Scenario 9
Scenario 10
Scenario 11
Scenario 12
Scenario 13
Scenario 14
Scenario 15
0 25 50 75 100 125 150 175 200 225 250
Water in selected Compartment in t
Figure 8.43: Comparison of Scenarios 6 to 15 concerning List

8 Hydrostatic Scenarios Page 211
The gradient at small heeling angles is as expected in excess of the list at large angles. The
only exception to this behaviour is the Sauna Room on the Tank Deck., Frame 110 to
120. This room is less than 4m wide to Starboard- and Port-Side out of Centre Line and
by this the lever arm of the fluid shifting moments is short. As well there are only small
free surface influencing the ship’s stability in a minor way. The influence due to stability
of MV Estonia is dominated by the water on the Main Car Deck, see Figure 8.44:
20
18
List of vessel in deg
16
14
12
10
8
300 400 500 600 700 800
Total amount of water in MV Estonia in t
Scenario 1
Scenario 6
Scenario 7
Scenario 8
Scenario 9
Scenario 10
Scenario 11
Scenario 12
Scenario 13
Scenario 14
Scenario 15
Figure 8.44: Overview of different amounts of Water in various Compartments leading to hydrostatic list

8 Hydrostatic Scenarios Page 212
Some compartments below the Main Car Deck are not under consideration. Two
examples shall be given, why they are not under consideration: The Stern Tube / Store
Room on the Tank Deck at the stern of the ship. This room only the crew got access and
very few works have to be carried out in that part of the ship. The largest opening to that
room is one watertight door leading to the KaMeWa-Room in front of it and this
watertight door was likely to be closed. So it is very unlikely, that a noteworthy amount of
water ingresses this compartment.
A very similar situation is found on the Tank Deck at the Heeling Tanks, Frame r to 85.
Access of this compartment is by crew only and not necessary for frequent using.
Today, only the Main Car Deck, it can be said definitely, that there was water in ingress in
first half of the sinking sequence. On the other side there is only the Engine Control
Room, which definitely has no water ingress to the first half of the sinking sequence.
28
26
24
List of Vessel in deg
22
20
18
16
14
12
10
8
Scenario 16
Scenario 17
Scenario 18
0 25 50 75 100 125 150
Water on Main Car Deck and in selected Compartments in t
Figure 8.45: Comparison of Scenarios 16 to 18 concerning List

8 Hydrostatic Scenarios Page 213
Figure 8.46 shows the trim of the vessel connected to the amount of water given in the
scenarios 16, 17 and 18. By this graph it can be shown, that MV Estonia sank by stern.
This is stated by most witnesses.
0,00
-0,10
0 25 50 75 100 125 150
Trim of Vessel in m
-0,20
-0,30
-0,40
-0,50
Scenario 16
Scenario 17
Scenario 18
-0,60
-0,70
Water on Main Car Deck and in selected Compartments in t
Figure 8.46: Comparison of Scenarios 16 to 18 concerning Trim

9 Preliminary Motion Simulation Page 214
9 Preliminary Motion Simulation
9.1 General Intention
The results of the different hydrostatic evaluations have shown that for any scenario
assumed, a significant amount of water is required to generate a steady list of about 30
degree.
This list requires amounts of water more than 1500t, which must have entered the Main
Car Deck in a time interval in the order of magnitude of about 10min - 15min.
During the generation of the scenarios, it was always assumed that the water has entered
the vessel trough the open bow - and only through the open bow - on the Main Car
Deck, and may then have internally been distributed by openings which may not have
been watertight.
To further decide which scenario may be the most probable one, it is required to
determine how quickly the water can actually enter the Main Car Deck or the other
compartments. Because the synoptic time schedule has resulted in a time interval the
vessel required to achieve a steady list of about 30 degree.
This requires to determine theoretical flow rates into the Main Car Deck, and from the
Main Car Deck into other compartments. As the basic assumption of the scenario is that
the water ingress has taken place only through the open bow, all water that may have
been distributed internally must have beforehand entered the vessel trough the open bow.
Consequently, it is most important to determine possible flow rates trough the open bow
under various conditions, because if it is not possible to accumulate the amount of water
on the Main Car Deck in the given time slot, then the whole underlying assumption can
not be hold.
The preliminary hydrostatic investigations have clearly shown that the largest impact on
the stability of the vessel takes place when all water which has entered the vessel
accumulates on the Main Car Deck. Based on a given amount of water that is assumed
to have entered the Main Car Deck, the worst case - from hydrostatical point of view -
was figured out for this amount of water if it floats on the Main Car Deck.
Therefore, our studies now aim to determine a large matrix of possible inflow rates on the
Main Car Deck, which can the be used to further judge upon whether a scenario is

9 Preliminary Motion Simulation Page 215
plausible or not. In a later stage, it will be determined which flow rates between Main Car
Deck and adjacent compartments are possible. And as indicated above, even if a cargo
shift and other (external) moments are included, a substantial amount of water must have
entered the vessel. And as it does not make sense to combine all effects in one simulation,
we have considered flow rates as reasonable tool to further evaluate scenarios.
The flow rates into the Main Car Deck are related to the dynamics of the problem and
they do depend on
- encounter speed between ship and waves
- submerging of the opening and wave height at that moment.
The momentary submergence of the open bow depends on
- the relative motion between ship and waves
- the mean value of trim, heel and sinkage
- the wave height at the position of the opening
- the height of the ship’s own bow wave, dynamic sinkage and trim
- spray
The mean values of trim, heel and sinkage do depend on the amount of water that has
already entered the car deck, where two possibilities have to be taken into account: There
may have been some initial water on the car deck before the visor has fallen off, and of
course the water has entered the Main Car Deck after the visor has fallen off.
Therefore, the next step was to generate a very simple dynamic model of the ship and the
vehicle compartment that allows to calculate for a number of cases the possible inflow
rates into the Main Car Deck. This model was kept as simple as possible to allow for
quick computational time. Therefore, the Main Car Deck consists only of one cuboid
with the dimensions of the Main Car Deck, and the leak was assumed in full size of the
open visor and bow ramp. The Toricelli-Number of the leak was assumed to be 1.0.
These flow rates are only intended to further distinguish between different scenarios and
should cover a sufficient range of input parameters. The more the final scenario has
converged, the more will of course the calculation model be refined, which then take
mores computational time.

9 Preliminary Motion Simulation Page 216
9.2 Environmental Data for the Dynamic Investigations
MV Estonia departed the harbour in Tallinn between 19:00h and 19:30h on the
September 27 th , 1994. The witness Einar C11, practising for second mate on MV Estonia,
stated this at around 20:00h: “When we reached the open sea, a strong wind started blew
from the left side”. This indicates a westerly course, the wind direction to that time was
about south and pointed to the route south of the island Naissaar. But it is not definitely
excluded, that MV Estonia took the route north around this island.
At about 21:00h the witness Anders Erikkson, a passenger who visited the bridge, stated,
that the heading was exactly 262° and the wind speed was about 20m/s.
The Chief Mate on the RoRo-Ferry MV Amber recognized MV Estonia on the radar
screen on the ARPA. The ARPA plotted a course of MV Estonia of about 260° to 265°
in the time from about 23:00h to about 23:20h Estonian Time corresponding to the
position of 59° 20’ N to 59° 26’ N and around 22° 30’ E.
This indicates the course of about 262° after passing the Island Naissaar southerly for the
whole time until the change of heading at about 00:00h. That there was a change of
heading is stated by Einar C11 and there was the order to deploy the stabilizer fins.
Most probably MV Estonia was heading to Söderarm after changing the course at
midnight, the direction of course would be then about 290°.
The wave direction was west to southwest, around 250°. So the encounter angle of waves
and MV Estonia increased, which would explain the deployment of the stabilizer fins in
connection of the change in heading, because the larger encounter angle may have lead to
an increase in roll amplitude. All these findings result in encounter angle between ship
and waves of about 130 to 140 Degree: if 0 degree denotes following seas and 180 Degree
denotes head seas.
During the time of the accident, the wind was strong about 17m/s, which resulted in a
significant wave height of about 3.5 - 4.5m with significant wave periods of about 8s. The
speed of the vessel can be taken as about 15-18 knots.

9 Preliminary Motion Simulation Page 217
9.3 Simulation Model
For the investigations, a simple model for the seakeeping code ROLLS was generated.
Four degrees of freedom, namely pitch, heave, sway and yaw, ROLLS uses linear
Response Amplitude Operators (RAO) which have been computed beforehand by the
linear strip theory code STRIP.
The mass moments of inertia are automatically generated from the detailed input data of
the masses and their centroids for each individual situation. The roll radius of gyration
was determined as 0.44B including the section added mass part, the “dry” roll radius of
gyration amounts to 0.41B. The resulting natural roll period was then 18.59s, which is
relevant for small roll angles only.
The following graphs show all the linear RAOs for a speed of 15 knots and zero speed,
RAOS have been calculated for 0 – 18 knots in intervals of 2 knots.
Linear Response Amplitude Operators for zero speed, dead ship condition, which may be
close to the final sinking of MV Estonia, Figure 9.1 - 9.4:
Figure 9.1: Heave Motion, zero Speed

9 Preliminary Motion Simulation Page 218
Figure 9.2: Pitch Motion, zero Speed
Figure 9.3: Sway Motion, zero Speed

9 Preliminary Motion Simulation Page 219
Figure 9.4: Yaw Motion, zero Speed
Linear Response Amplitude Operators for 15 knots speed, which may roughly
correspond to the speed MV Estonia travelled, Figure 9.5 - 9.8:
Figure 9.5: Heave Motion, 15 knots Speed

9 Preliminary Motion Simulation Page 220
Figure 9.6: Pitch Motion, 15 knots Speed
Figure 9.7: Sway Motion, 15 knots Speed

9 Preliminary Motion Simulation Page 221
Figure 9.8: Yaw Motion, 15 knots Speed
For the non- linear roll damping, the results of the model tests at HSVA were used. The
tests were conducted with and without stabilizer fins. The roll damping as such seems to
quite on the high side for such kind of ship, even without stabilizer fins, which may be a
result of the large bilge keels.
9.4 Effect of the Ship’s own Wave System and of Sinkage and Trim
During the initial phase of the flooding of the Main Car Deck, which is assumed
immediately after the bow visor had fallen off, the speed of the vessel was substantially,
about 15 - 18 knots. In this first phase, the vessel must have collected a significant
amount of water on the deck. Especially the first phase of flooding the Main Car Deck is
important, as it may take long time for the water to enter the Main Car Deck if it is hardly
submerged only. In a later stage, when there is already a substantial amount of water in
the Main Car Deck, the flow rates into the Main Car Deck are substantially larger. From
the previous investigations it could be demonstrated that the amount of water required
for the assumed scenarios is in the order of about 1500t, which must have entered the
Main Car Deck in about 10min And the theoretical still water freeboard of the open bow

9 Preliminary Motion Simulation Page 222
in the loading condition amounts to 7.95m-5.03m = 2.92m, which is still large with
respect to the significant wave height of about 3.5m to 4.5m.
From the Herald of Free Enterprise accident it is known that even without any seastate
simply by the interaction of the ship’s own wave system and the open bow.
Therefore, it was decided to determine the ship’s own wave system and to calculate large
amounts of water on the Main Car Deck.
Figure 9.9: Own Wave System of MV Estonia at a 18kn Ship speed. Complete Wave-Pattern

9 Preliminary Motion Simulation Page 223
Figure 9.10: Own Wave System of MV Estonia at a 18kn Ship speed. Detailed Bow-View
Figure 9.11: Own Wave System of MV Estonia at a 18 knots Ship speed. Side-View of Bow
The determination of the ships own wave system for a ship speed of 18 knots resulted in
a bow wave of more than 1m in height, the largest elevation close to the hull was

9 Preliminary Motion Simulation Page 224
determined by 1.50m. Further, the vessel shows a clear tendency to dynamically trim
down by bow, the sinkage at the F.P. was determined as 0.24m, where the sinkage at the
A.P. was determined as –0.036m. Therefore, it can clearly be concluded that both effects
should not be disregarded when determining flow rates. Immediately after the flooding of
the Main Car Deck started, the
theoretical freeboard of the Main Car Deck must be reduced for minimum 1.25m (1m
bow wave plus sinkage) to maximum 1.75m (1.50m bow wave height plus sinkage).
These values will be taken into account when determining flow rates into the Main Car
Deck.
9.5 Preliminary Determination of Flow Rates into the Main Car Deck
The basic simulation model used for the intact condition was now used to determine
water ingress into the car deck for the initial condition, when the vessel lost its watertight
integrity. The car deck was modelled as a simple cuboid in the dimensions of the Main
Car Deck. The size of the opening was assumed of the opening sealed by the bow ramp.
This simplifies the geometry significantly, but during the present stage of the
investigations we do concentrate on the filling of the Main Car Deck as such, mainly
during the first few minutes. As we are still in the phase of deciding whether scenarios are
plausible or not, this simplification is justified, because it reduces the computational effort
significantly and thus allows to compute more situations. And the results of this phase are
scenarios that shall further be investigated. To model the effect of nonzero forward
speed, the 1/2 mv² term has been added in the Bernoulli- Equation of the simulation
code [SOEDING]. To account for the reduced (dynamic) freeboard of the Main Car
Deck due to the own wave system and sinkage, the position of the leak was modified
accordingly. With respect to the general trend, this simplification is acceptable. The
computations were carried out for several speeds and for the encounter angles 150 degree
and 135 degree, which correspond to the situation when the loss of watertight integrity
occurred. Each simulation was carried out for a time interval of 10,000s in 0.5s time steps.
In case the vessel took large rolling angles due to the water accumulated on deck, she was
uprighted again and the simulation continued. The simulations were carried out for a

9 Preliminary Motion Simulation Page 225
condition without considering a bow wave system and with 1.50m reduced freeboard to
investigate the effect of the bow wave system. Figures 9.12 and 9.13 show the time plots
of the roll angle and the volume accumulated on the Main Car Deck for one
representative simulation without considering the bow wave:
Figure 9.12: Roll-Angle over Time at 12 knots Speed, at 4.5 m significant Wave Height, significant
Wave Period of 8s and an Encounter-Angle at 150° - without Considering Bow Wave

9 Preliminary Motion Simulation Page 226
Figure 9.13: Accumulated Volume over Time at 12 knots Speed, at 4.5 m significant Wave Height,
significant Wave Period of 8s and an Encounter-Angle at 150° - without Considering Bow
Wave
Figure 9.14: Roll-Angle over Time at 14 knots Speed, at 4.5 m significant Wave Height, significant
Wave Period of 8s and an Encounter-Angle at 150°- Considering Bow Wave

9 Preliminary Motion Simulation Page 227
Figure 9.15: Accumulated Volume over Time at 14 knots Speed, at 4.5 m significant Wave Height,
significant Wave Period of 8s and an Encounter-Angle at 150° - Considering Bow Wave
Figures 9.14 and 9.15t of the roll angle and the volume of water accumulated on the Main
Car Deck. Speed 14kn, encounter angle 150 Degree. Significant wave height 4.5m,
significant period 8s. Freeboard is 1.50m reduced for bow wave and sinkage at F.P. From
the results, an average flow rate of 472m³/min into the Main Car Deck can be
determined.
The results show the general trend that the flow rate determined from the simulations
increases significantly with speed, and less significantly with the encounter angle. Most
important is the fact that the flow rate for the static freeboard is very low. Although the
vessel took sufficient water on the main car deck to finally reach significant heeling
angles, the flow rates determined by our procedure are by far too low to accumulate about
1500t in a time span of about 10min. On the other hand, the results for the simplified
bow wave influence show that the flow rate increases drastically to values that do clearly
lead to amounts of accumulated water on deck of the required order of magnitude. And
this was the intention what was to be demonstrated with the simplified simulations: That

9 Preliminary Motion Simulation Page 228
it is generally possible to collect the required amount of water on the Main Car Deck in
the time interval of interest, which makes the proposed scenarios generally plausible. The
simplified calculations do also show that the flow rates into the Main Car Deck do – as
supposed – strongly depend on the assumptions with respect to the inflow and freeboard.
Overview of Flow Rates
Flow Rate in m³/min
850
800
750
700
650
600
550
500
450
400
350
300
250
200
150
100
50
0
150° Encounter / without Bow-Wave
135° Encounter/ without Bow-Wave
150° Encounter / with Bow-Wave
135° Encounter / with Bow-Wave
10 11 12 13 14 15 16 17 18
Speed in kn
Figure 9.16: Flow Rates with and without Ship’s own Wave System
As a next step it is planned to determine comparable flow rates for more boundary
conditions and to use these to actually determine the most plausible time function of
water ingress into the Main Car Deck, which can then be done by manual time integration
of the determined flow rates. These will further be made dependent of the averaged static
list of each time interval which allows to combine the time dependent inflow with other
external heeling moments, for example from rudder action, manoeuvring or cargo shift.
In parallel, it will be investigated how the water may have distributed internally.

10 Table of Figures Page 229
10 Table of Figures
Figure 1.1:Table of Time Sequence of the Capsizing of MV Estonia.................................... 1
Figure 1.2: Overview of different amounts of Water in various Compartments leading to
hydrostatic list ........................................................................................................................ 3
Figure 1.3: Flow Rates into the Main car Deck with and without Ship’s own Wave System
.................................................................................................................................................. 5
Figure 2.1: Table of Tasks this Mile Stone 1-Report consists of ............................................ 6
Figure 3.1: Table of Key: Colours in Synoptic Time Schedule.............................................. 10
Figure 3.2: Synoptic Time Schedule.......................................................................................... 52
Figure 3.3:Table of Time Sequence of the Capsizing of MV Estonia.................................. 55
Figure 4.1: Table of Weather Conditions on the last Voyage of MV Estonia .................... 58
Figure 5.1: Table of Hydrostatic Particulars, Stability Book.................................................. 61
Figure 5.2: Table of Hydrostatic Particulars, TUHH-CAD-Model ...................................... 62
Figure 5.3: Cross Curves of Stability, Stability Book .............................................................. 64
Figure 5.4: Cross Curves of Stability, TUHH-CAD-Model................................................... 65
Figure 5.5: Screen Shot of Light Ship Condition of MV Estonia, TUHH-CAD-Model... 66
Figure 5.6: Lever Arm of Light Ship Weight Condition of MV Estonia, to 60°................ 67
Figure 5.7: Lever Arm of Light Ship Weight Condition of MV Estonia, to 90°................ 67
Figure 5.8: Load Case 1 - Light Ship Condition of MV Estonia, Stability Book................ 68
Figure 5.9: Load Case 1 - Light Ship Condition of MV Estonia, TUHH recalculation 1 . 69
Figure 5.10: Load Case 1 - Light Ship Condition of MV Estonia, TUHH recalculation 269
Figure 7.1: Vehicles on Main Car Deck.................................................................................... 75
Figure 7.2: Load Case Compilation and Comparison to JAIC.............................................. 76
Figure 8.1: Scenario 1 – Compartment under Consideration................................................ 79
Figure 8.2: Water on Main Car Deck, full Range, Mass over List......................................... 79
Figure 8.3: Water on Main Car Deck, Range till 3000t, Mass over List............................... 80
Figure 8.4: Water on Main Car Deck, full Range, Mass over dh/dPhiequi ........................... 81
Figure 8.5: Water on Main Car Deck, Range till 3000t, Mass over dh/dphiequi .................. 81
Figure 8.6: Scenario 2 – Compartment under Consideration.............................................. 105
Figure 8.7: Shift of TCG of Vehicles, 300t Water on Main Car Deck, Shift over List.... 105
Figure 8.8: Scenario 3 – Compartment under Consideration.............................................. 112
Figure 8.9: Shift of TCG of Vehicles, 550t Water on Main Car Deck, Shift over List.... 112

10 Table of Figures Page 230
Figure 8.10: Scenario 4 – Compartment under Consideration............................................ 119
Figure 8.11: Shift of TCG of Vehicles, 800t Water on Main Car Deck, Shift over List.. 119
Figure 8.12: Scenario 5 – Compartment under Consideration............................................ 126
Figure 8.13: Shift of CG of Vehicles, 1100t Water on Main Car Deck, Shift over List... 126
Figure 8.14: Scenario 6 – Compartments under Consideration .......................................... 133
Figure 8.15: Water in Compartment 89 and 300t Water on Main Car Deck, Mass over List
.............................................................................................................................................. 134
Figure 8.16: Scenario 7 – Compartments under Consideration .......................................... 137
Figure 8.17: Water in Compartment 105 and 300t Water on Main Car Deck, Mass over
List....................................................................................................................................... 138
Figure 8.18: Scenario 8 – Compartments under Consideration .......................................... 141
Figure 8.19: Water in Compartment 106 and 300t water on Main Car Deck, Mass over
List....................................................................................................................................... 142
Figure 8.20: Scenario 9 – Compartments under Consideration .......................................... 145
Figure 8.21: Water in Main Engine Room, 300t Water on Main Car Deck, Mass over List
.............................................................................................................................................. 146
Figure 8.22: Scenario 10 – Compartments under Consideration ........................................ 151
Figure 8.23: Water in Main Engine Room, 550t Water on Main Car Deck, Mass over List
.............................................................................................................................................. 152
Figure 8.24: Scenario 11 – Compartments under Consideration ........................................ 157
Figure 8.25: Water in Auxiliary Engine Room, 300t Water on Main Car Deck, Mass over
List....................................................................................................................................... 158
Figure 8.26: Scenario 12 – Compartments under Consideration ........................................ 163
Figure 8.27: Water in Auxiliary Engine Room, 550t Water on Main Car Deck, Mass over
List....................................................................................................................................... 164
Figure 8.28: Scenario 13 – Compartments under Consideration ........................................ 169
Figure 8.29: Water in Pool Room, 300t Water on Main Car Deck, Mass over List......... 170
Figure 8.30: Scenario 14 Compartments under Consideration ........................................... 173
Figure 8.31: Water in Comp. Fr. 85 to110, 300t Water on Main Car Deck, Mass over List
.............................................................................................................................................. 174
Figure 8.32: Scenario 15 Compartments under Consideration ........................................... 178
Figure 8.33: Water in Sauna Room an 300t Water on Main Car Deck, Mass over List... 179
Figure 8.34: Scenario 16 – Compartments under Consideration ........................................ 183
Figure 8.35: Water in Sauna Room an 300t Water on Main Car Deck, Mass over List... 183
Figure 8.36: Allocation of Water on the Main Car Deck, Water in the Compartments and
Cargo Shift of the Vehicles on the Main Car Deck. ..................................................... 192

10 Table of Figures Page 231
Figure 8.37: Scenario 17 – Compartments under Consideration ........................................ 193
Figure 8.38: 300t Water on Main Car Deck and in selected Compartments, Cargo Shift of
Vehicles of Main Car Deck, Mass and Cargo Shift over List...................................... 193
Figure 8.39: Allocation of Water on the Main Car Deck, Water in the Compartments and
Cargo Shift of the Vehicles on the Main Car Deck. ..................................................... 201
Figure 8.40: Scenario 18 – Compartments under Consideration ........................................ 202
Figure 8.41: 300t Water on Main Car Deck and in selected Compartments, Cargo Shift of
Vehicles of Main Car Deck, Mass and Cargo Shift over List...................................... 202
Figure 8.42: Comparison of Scenarios 2 to 5 concerning List ............................................ 209
Figure 8.43: Comparison of Scenarios 6 to 15 concerning List .......................................... 210
Figure 8.44: Overview of different amounts of Water in various Compartments leading to
hydrostatic list .................................................................................................................... 211
Figure 8.45: Comparison of Scenarios 16 to 18 concerning List ........................................ 212
Figure 8.46: Comparison of Scenarios 16 to 18 concerning Trim...................................... 213
Figure 9.1: Heave Motion, zero Speed.................................................................................... 217
Figure 9.2: Pitch Motion, zero Speed...................................................................................... 218
Figure 9.3: Sway Motion, zero Speed...................................................................................... 218
Figure 9.4: Yaw Motion, zero Speed....................................................................................... 219
Figure 9.5: Heave Motion, 15 knots Speed ............................................................................ 219
Figure 9.6: Pitch Motion, 15 knots Speed .............................................................................. 220
Figure 9.7: Sway Motion, 15 knots Speed .............................................................................. 220
Figure 9.8: Yaw Motion, 15 knots Speed................................................................................ 221
Figure 9.9: Own Wave System of MV Estonia at a 18kn Ship speed. Complete Wave-
Pattern................................................................................................................................. 222
Figure 9.10: Own Wave System of MV Estonia at a 18kn Ship speed. Detailed Bow-View
.............................................................................................................................................. 223
Figure 9.11: Own Wave System of MV Estonia at a 18 knots Ship speed. Side-View of
Bow ..................................................................................................................................... 223
Figure 9.12: Roll-Angle over Time at 12 knots Speed, at 4.5 m significant Wave Height,
significant Wave Period of 8s and an Encounter-Angle at 150° - without Considering
Bow Wave........................................................................................................................... 225
Figure 9.13: Accumulated Volume over Time at 12 knots Speed, at 4.5 m significant Wave
Height, significant Wave Period of 8s and an Encounter-Angle at 150° - without
Considering Bow Wave .................................................................................................... 226
Figure 9.14: Roll-Angle over Time at 14 knots Speed, at 4.5 m significant Wave Height,
significant Wave Period of 8s and an Encounter-Angle at 150°- Considering Bow
Wave.................................................................................................................................... 226

10 Table of Figures Page 232
Figure 9.15: Accumulated Volume over Time at 14 knots Speed, at 4.5 m significant Wave
Height, significant Wave Period of 8s and an Encounter-Angle at 150° - Considering
Bow Wave........................................................................................................................... 227
Figure 9.16: Flow Rates with and without Ship’s own Wave System................................. 228

11 List of Abbreviations Page 233
11 List of Abbreviations
JAIC
SPF
ch.
The Joint Accident Investigation Commission of Estonia, Finland and
Sweden
Styrelsen för Psykologiskt Försvar, The Swedish National Board of
Psychological Defence
Chapter
p. Page
Vol.
N.f.S.
L.T.
Comp.
Aux.
ARPA
CPA
ECR
STB
PS
rpm
Volume
“Nachrichten für Seefahrer”, professional journal
Local Time
Compartment
Auxiliary
Automatic Radar Plotting Aid
Closest Point of Approach
Engine Control Room
Starboard-Side
Port-Side
rotations per minute

12 Bibliographies Page 234
12 Bibliographies
In order of first appearance in the report.
[SOEDING] H. Söding, Water Ingress, Down- and Cross-Flooding, Lyngby 2002
[BSH01] Sea Chart of BSH, No. 240, corrected following N.f.S. up to Vol. 42-05
[JAIC01] JAIC, Final Report, ch. 5.3, p. 56, Edita Ltd., Helsinki, 1997
[KHBOCK] K.-H. Bock, Monatskarten der Dichte der Ostsee, Ergänzungsheft zur
Deutschen Hydrographischen Zeitschrift, Reihe B, Nr.13, 1971
[EMH] Weather Conditions on the Northern Baltic at September 28th, 1994,
Estonian Metrological and Hydrological Institute, Tallinn 1995
[FMI]
Finnish Meteorological Institute, Komulainen Marja-Leena, The Baltic
Storm on 28.09.1994, Helsinki 1994
[SMHI]
Swedish Metrological and Hydrological Institute, The m/s Estonia
accident. Weather conditions on September 27 th and 28 th , 1994,
Norrköping 1995.
[FIMR] Kahma, Kimmo; Pettersson, Heidi ; Myrberg, Kai; Jokinen, Hannu;
Estimated Wave Conditions and Currents during the last Voyage of M/S
Estonia, Finnish Institute of Marine Research, Helsinki 1996
[ROCK]
Surveyreport m.v. “Estonia”. Our project nr. 94/7.060., Rockwater,
Rotterdam December 8 th , 1994
[JAIC02] JAIC, Final Report, ch. 6.2.4, p. 66, Edita Ltd., Helsinki, 1997

13 Supplementum Page 235
13 Supplementum
13.1 Detailed Cross Curves of Stability Including the Ducktail
+---------------------------+---------------------------+---------------+
|Yard number: |Ship name: |Date: |
|590 |Estonia | |
+---------------------------+---------------------------+---------------+
+-----------------------------------------------------------------------+
| Trim : 0.000 m (positive forward) |
| Density Sea Water : 1.025 t/m3 |
| Keel Thickness : 0.025 m |
| Shell plating factor : 1.007 m |
+-----------------------------------------------------------------------+
+-----------------------------------------------------------------------+
| STABILITY CROSS TABLES (FIXED TRIM) |
+-----------------------------------------------------------------------+
| | | | | | | | | | |
|T AP | Dis.SW |Kn 5 |Kn 10 |Kn 20 |Kn 30 |Kn 45 |Kn 60 |Kn 75 |T FP |
|Metre | Ton |Metre |Metre |Metre |Metre |Metre |Metre |Metre |Metre |
+------+--------+------+------+------+------+------+------+------+------+
| 2.000| 3787.9| 1.665| 3.214| 5.570| 7.118| 8.597| 9.300| 9.437| 2.000|
| 2.010| 3809.9| 1.659| 3.204| 5.561| 7.115| 8.599| 9.306| 9.438| 2.010|
| 2.020| 3831.8| 1.653| 3.195| 5.552| 7.111| 8.600| 9.311| 9.438| 2.020|
| 2.030| 3853.8| 1.647| 3.185| 5.544| 7.108| 8.601| 9.317| 9.439| 2.030|
| 2.040| 3875.8| 1.642| 3.175| 5.535| 7.104| 8.602| 9.323| 9.439| 2.040|
| 2.050| 3897.8| 1.636| 3.166| 5.527| 7.101| 8.603| 9.328| 9.440| 2.050|
| 2.060| 3919.9| 1.631| 3.157| 5.518| 7.097| 8.605| 9.334| 9.440| 2.060|
| 2.070| 3941.9| 1.625| 3.147| 5.510| 7.094| 8.606| 9.339| 9.440| 2.070|
| 2.080| 3964.0| 1.620| 3.138| 5.501| 7.090| 8.607| 9.345| 9.441| 2.080|
| 2.090| 3986.1| 1.614| 3.129| 5.493| 7.087| 8.608| 9.350| 9.441| 2.090|
| 2.100| 4008.2| 1.609| 3.120| 5.484| 7.084| 8.609| 9.356| 9.442| 2.100|
| 2.110| 4030.3| 1.603| 3.111| 5.476| 7.080| 8.610| 9.361| 9.442| 2.110|
| 2.120| 4052.4| 1.598| 3.102| 5.468| 7.077| 8.611| 9.366| 9.442| 2.120|
| 2.130| 4074.6| 1.593| 3.093| 5.460| 7.073| 8.612| 9.372| 9.442| 2.130|
| 2.140| 4096.8| 1.588| 3.085| 5.452| 7.070| 8.613| 9.377| 9.442| 2.140|
| 2.150| 4119.0| 1.583| 3.076| 5.444| 7.066| 8.614| 9.383| 9.443| 2.150|
| 2.160| 4141.2| 1.577| 3.067| 5.436| 7.063| 8.615| 9.388| 9.443| 2.160|
| 2.170| 4163.4| 1.572| 3.059| 5.428| 7.060| 8.616| 9.393| 9.443| 2.170|
| 2.180| 4185.6| 1.567| 3.051| 5.420| 7.056| 8.617| 9.399| 9.443| 2.180|
| 2.190| 4207.9| 1.562| 3.042| 5.412| 7.053| 8.618| 9.404| 9.443| 2.190|
| 2.200| 4230.2| 1.558| 3.034| 5.404| 7.050| 8.619| 9.410| 9.443| 2.200|
| 2.210| 4252.5| 1.553| 3.026| 5.396| 7.046| 8.620| 9.415| 9.443| 2.210|
| 2.220| 4274.8| 1.548| 3.017| 5.388| 7.043| 8.621| 9.420| 9.443| 2.220|
| 2.230| 4297.1| 1.543| 3.009| 5.380| 7.040| 8.622| 9.426| 9.443| 2.230|
| 2.240| 4319.5| 1.538| 3.001| 5.373| 7.036| 8.623| 9.431| 9.443| 2.240|
| 2.250| 4341.8| 1.534| 2.993| 5.365| 7.033| 8.624| 9.436| 9.443| 2.250|
| 2.260| 4364.2| 1.529| 2.986| 5.357| 7.030| 8.625| 9.441| 9.443| 2.260|
| 2.270| 4386.6| 1.524| 2.978| 5.350| 7.027| 8.626| 9.447| 9.442| 2.270|
| 2.280| 4409.1| 1.520| 2.970| 5.342| 7.023| 8.627| 9.452| 9.442| 2.280|
| 2.290| 4431.5| 1.515| 2.962| 5.335| 7.020| 8.628| 9.457| 9.442| 2.290|
| 2.300| 4453.9| 1.511| 2.955| 5.327| 7.017| 8.629| 9.462| 9.442| 2.300|
| 2.310| 4476.4| 1.506| 2.947| 5.320| 7.014| 8.629| 9.467| 9.441| 2.310|
| 2.320| 4498.9| 1.502| 2.939| 5.313| 7.010| 8.630| 9.472| 9.441| 2.320|
| 2.330| 4521.4| 1.497| 2.932| 5.305| 7.007| 8.631| 9.476| 9.441| 2.330|
| 2.340| 4543.9| 1.493| 2.925| 5.298| 7.004| 8.632| 9.481| 9.441| 2.340|
| 2.350| 4566.5| 1.489| 2.917| 5.291| 7.001| 8.633| 9.485| 9.440| 2.350|
| 2.360| 4589.0| 1.484| 2.910| 5.284| 6.997| 8.634| 9.490| 9.440| 2.360|
| 2.370| 4611.6| 1.480| 2.903| 5.277| 6.994| 8.634| 9.494| 9.439| 2.370|
| 2.380| 4634.2| 1.476| 2.895| 5.269| 6.991| 8.635| 9.499| 9.439| 2.380|
| 2.390| 4656.8| 1.472| 2.888| 5.262| 6.988| 8.636| 9.503| 9.439| 2.390|
| 2.400| 4679.4| 1.468| 2.881| 5.255| 6.985| 8.637| 9.507| 9.438| 2.400|
| 2.410| 4702.1| 1.464| 2.874| 5.248| 6.982| 8.637| 9.511| 9.438| 2.410|
| 2.420| 4724.7| 1.460| 2.867| 5.241| 6.978| 8.638| 9.515| 9.437| 2.420|
| 2.430| 4747.4| 1.456| 2.860| 5.235| 6.975| 8.639| 9.519| 9.437| 2.430|
| 2.440| 4770.1| 1.452| 2.853| 5.228| 6.972| 8.640| 9.523| 9.436| 2.440|
| 2.450| 4792.8| 1.448| 2.847| 5.221| 6.969| 8.640| 9.527| 9.436| 2.450|
| 2.460| 4815.5| 1.444| 2.840| 5.214| 6.966| 8.641| 9.531| 9.435| 2.460|
| 2.470| 4838.3| 1.440| 2.833| 5.207| 6.963| 8.642| 9.534| 9.434| 2.470|
| 2.480| 4861.0| 1.436| 2.826| 5.201| 6.960| 8.642| 9.538| 9.434| 2.480|
| 2.490| 4883.8| 1.432| 2.820| 5.194| 6.957| 8.643| 9.542| 9.433| 2.490|
| 2.500| 4906.6| 1.428| 2.813| 5.187| 6.954| 8.643| 9.545| 9.433| 2.500|
| 2.510| 4929.4| 1.425| 2.807| 5.181| 6.950| 8.644| 9.549| 9.432| 2.510|
| 2.520| 4952.2| 1.421| 2.800| 5.174| 6.947| 8.645| 9.552| 9.431| 2.520|
| 2.530| 4975.0| 1.417| 2.794| 5.168| 6.944| 8.645| 9.555| 9.431| 2.530|
| 2.540| 4997.9| 1.413| 2.787| 5.161| 6.941| 8.646| 9.558| 9.430| 2.540|
| 2.550| 5020.7| 1.410| 2.781| 5.155| 6.938| 8.646| 9.562| 9.429| 2.550|
| 2.560| 5043.6| 1.406| 2.775| 5.148| 6.935| 8.647| 9.565| 9.428| 2.560|
+-----------------------------------------------------------------------+

13 Supplementum Page 236
+-----------------------------------------------------------------------+
| STABILITY CROSS TABLES (FIXED TRIM) |
+-----------------------------------------------------------------------+
| | | | | | | | | | |
|T AP | Dis.SW |Kn 5 |Kn 10 |Kn 20 |Kn 30 |Kn 45 |Kn 60 |Kn 75 |T FP |
|Metre | Ton |Metre |Metre |Metre |Metre |Metre |Metre |Metre |Metre |
+------+--------+------+------+------+------+------+------+------+------+
| 2.570| 5066.5| 1.403| 2.769| 5.142| 6.932| 8.647| 9.568| 9.428| 2.570|
| 2.580| 5089.4| 1.399| 2.762| 5.136| 6.929| 8.648| 9.571| 9.427| 2.580|
| 2.590| 5112.3| 1.395| 2.756| 5.129| 6.926| 8.648| 9.574| 9.426| 2.590|
| 2.600| 5135.2| 1.392| 2.750| 5.123| 6.923| 8.648| 9.577| 9.425| 2.600|
| 2.610| 5158.2| 1.388| 2.744| 5.117| 6.920| 8.649| 9.579| 9.424| 2.610|
| 2.620| 5181.1| 1.385| 2.738| 5.111| 6.917| 8.649| 9.582| 9.424| 2.620|
| 2.630| 5204.1| 1.382| 2.732| 5.105| 6.914| 8.650| 9.585| 9.423| 2.630|
| 2.640| 5227.1| 1.378| 2.726| 5.099| 6.911| 8.650| 9.587| 9.422| 2.640|
| 2.650| 5250.1| 1.375| 2.720| 5.093| 6.908| 8.650| 9.590| 9.421| 2.650|
| 2.660| 5273.1| 1.372| 2.714| 5.087| 6.905| 8.651| 9.593| 9.420| 2.660|
| 2.670| 5296.1| 1.368| 2.708| 5.081| 6.902| 8.651| 9.595| 9.419| 2.670|
| 2.680| 5319.2| 1.365| 2.703| 5.075| 6.899| 8.652| 9.597| 9.418| 2.680|
| 2.690| 5342.2| 1.362| 2.697| 5.069| 6.896| 8.652| 9.600| 9.417| 2.690|
| 2.700| 5365.3| 1.358| 2.691| 5.063| 6.893| 8.652| 9.602| 9.416| 2.700|
| 2.710| 5388.4| 1.355| 2.685| 5.058| 6.890| 8.653| 9.604| 9.415| 2.710|
| 2.720| 5411.5| 1.352| 2.680| 5.052| 6.887| 8.653| 9.607| 9.414| 2.720|
| 2.730| 5434.6| 1.349| 2.674| 5.046| 6.884| 8.653| 9.609| 9.413| 2.730|
| 2.740| 5457.7| 1.346| 2.669| 5.041| 6.881| 8.654| 9.611| 9.412| 2.740|
| 2.750| 5480.8| 1.343| 2.663| 5.035| 6.878| 8.654| 9.613| 9.411| 2.750|
| 2.760| 5504.0| 1.340| 2.658| 5.029| 6.875| 8.654| 9.615| 9.410| 2.760|
| 2.770| 5527.1| 1.337| 2.652| 5.024| 6.872| 8.655| 9.617| 9.409| 2.770|
| 2.780| 5550.3| 1.334| 2.647| 5.018| 6.869| 8.655| 9.619| 9.408| 2.780|
| 2.790| 5573.5| 1.331| 2.641| 5.013| 6.867| 8.655| 9.621| 9.407| 2.790|
| 2.800| 5596.7| 1.328| 2.636| 5.007| 6.864| 8.656| 9.623| 9.406| 2.800|
| 2.810| 5619.9| 1.325| 2.631| 5.002| 6.861| 8.656| 9.624| 9.405| 2.810|
| 2.820| 5643.1| 1.322| 2.625| 4.997| 6.858| 8.656| 9.626| 9.404| 2.820|
| 2.830| 5666.3| 1.319| 2.620| 4.991| 6.855| 8.657| 9.628| 9.403| 2.830|
| 2.840| 5689.6| 1.316| 2.615| 4.986| 6.852| 8.657| 9.629| 9.401| 2.840|
| 2.850| 5712.8| 1.313| 2.610| 4.981| 6.849| 8.657| 9.631| 9.400| 2.850|
| 2.860| 5736.1| 1.310| 2.605| 4.976| 6.846| 8.657| 9.633| 9.399| 2.860|
| 2.870| 5759.4| 1.307| 2.599| 4.971| 6.843| 8.658| 9.634| 9.398| 2.870|
| 2.880| 5782.7| 1.304| 2.594| 4.965| 6.841| 8.658| 9.635| 9.397| 2.880|
| 2.890| 5806.0| 1.302| 2.589| 4.960| 6.838| 8.658| 9.637| 9.396| 2.890|
| 2.900| 5829.4| 1.299| 2.584| 4.955| 6.835| 8.658| 9.638| 9.394| 2.900|
| 2.910| 5852.7| 1.296| 2.579| 4.950| 6.832| 8.659| 9.640| 9.393| 2.910|
| 2.920| 5876.0| 1.293| 2.574| 4.945| 6.829| 8.659| 9.641| 9.392| 2.920|
| 2.930| 5899.4| 1.291| 2.569| 4.940| 6.826| 8.659| 9.642| 9.391| 2.930|
| 2.940| 5922.8| 1.288| 2.565| 4.936| 6.824| 8.659| 9.643| 9.389| 2.940|
| 2.950| 5946.2| 1.285| 2.560| 4.931| 6.821| 8.660| 9.645| 9.388| 2.950|
| 2.960| 5969.6| 1.283| 2.555| 4.926| 6.818| 8.660| 9.646| 9.387| 2.960|
| 2.970| 5993.0| 1.280| 2.550| 4.921| 6.815| 8.660| 9.647| 9.386| 2.970|
| 2.980| 6016.4| 1.278| 2.545| 4.916| 6.812| 8.660| 9.648| 9.384| 2.980|
| 2.990| 6039.9| 1.275| 2.540| 4.912| 6.809| 8.660| 9.649| 9.383| 2.990|
| 3.000| 6063.3| 1.272| 2.536| 4.907| 6.807| 8.661| 9.650| 9.382| 3.000|
| 3.010| 6086.8| 1.270| 2.531| 4.902| 6.804| 8.661| 9.651| 9.380| 3.010|
| 3.020| 6110.3| 1.267| 2.526| 4.898| 6.801| 8.661| 9.652| 9.379| 3.020|
| 3.030| 6133.8| 1.265| 2.522| 4.893| 6.798| 8.661| 9.653| 9.378| 3.030|
| 3.040| 6157.3| 1.262| 2.517| 4.889| 6.796| 8.661| 9.653| 9.376| 3.040|
| 3.050| 6180.8| 1.260| 2.513| 4.884| 6.793| 8.661| 9.654| 9.375| 3.050|
| 3.060| 6204.3| 1.258| 2.508| 4.880| 6.790| 8.661| 9.655| 9.374| 3.060|
| 3.070| 6227.9| 1.255| 2.503| 4.875| 6.787| 8.661| 9.656| 9.372| 3.070|
| 3.080| 6251.4| 1.253| 2.499| 4.871| 6.785| 8.662| 9.656| 9.371| 3.080|
| 3.090| 6275.0| 1.250| 2.495| 4.867| 6.782| 8.662| 9.657| 9.370| 3.090|
| 3.100| 6298.6| 1.248| 2.490| 4.862| 6.779| 8.662| 9.658| 9.368| 3.100|
| 3.110| 6322.2| 1.246| 2.486| 4.858| 6.776| 8.662| 9.658| 9.367| 3.110|
| 3.120| 6345.8| 1.243| 2.481| 4.854| 6.774| 8.662| 9.659| 9.365| 3.120|
| 3.130| 6369.4| 1.241| 2.477| 4.849| 6.771| 8.662| 9.659| 9.364| 3.130|
| 3.140| 6393.1| 1.239| 2.473| 4.845| 6.768| 8.662| 9.660| 9.362| 3.140|
| 3.150| 6416.7| 1.236| 2.469| 4.841| 6.766| 8.662| 9.660| 9.361| 3.150|
| 3.160| 6440.4| 1.234| 2.464| 4.837| 6.763| 8.662| 9.661| 9.360| 3.160|
| 3.170| 6464.1| 1.232| 2.460| 4.833| 6.760| 8.662| 9.661| 9.358| 3.170|
| 3.180| 6487.8| 1.230| 2.456| 4.829| 6.758| 8.662| 9.661| 9.357| 3.180|
| 3.190| 6511.5| 1.227| 2.452| 4.825| 6.755| 8.662| 9.662| 9.355| 3.190|
| 3.200| 6535.2| 1.225| 2.448| 4.821| 6.752| 8.662| 9.662| 9.354| 3.200|
| 3.210| 6558.9| 1.223| 2.444| 4.816| 6.750| 8.662| 9.662| 9.352| 3.210|
| 3.220| 6582.6| 1.221| 2.440| 4.812| 6.747| 8.662| 9.663| 9.351| 3.220|
| 3.230| 6606.4| 1.219| 2.436| 4.808| 6.744| 8.662| 9.663| 9.349| 3.230|
| 3.240| 6630.2| 1.216| 2.432| 4.805| 6.742| 8.662| 9.663| 9.348| 3.240|
| 3.250| 6653.9| 1.214| 2.428| 4.801| 6.739| 8.662| 9.663| 9.346| 3.250|
| 3.260| 6677.7| 1.212| 2.424| 4.797| 6.736| 8.662| 9.663| 9.345| 3.260|
| 3.270| 6701.6| 1.210| 2.420| 4.793| 6.734| 8.662| 9.663| 9.343| 3.270|
| 3.280| 6725.4| 1.208| 2.416| 4.789| 6.731| 8.662| 9.663| 9.341| 3.280|
| 3.290| 6749.2| 1.206| 2.412| 4.785| 6.728| 8.662| 9.663| 9.340| 3.290|
| 3.300| 6773.1| 1.204| 2.408| 4.781| 6.726| 8.661| 9.663| 9.338| 3.300|
| 3.310| 6796.9| 1.202| 2.405| 4.777| 6.723| 8.661| 9.663| 9.337| 3.310|
| 3.320| 6820.8| 1.200| 2.401| 4.774| 6.721| 8.661| 9.663| 9.335| 3.320|
| 3.330| 6844.7| 1.198| 2.397| 4.770| 6.718| 8.661| 9.663| 9.334| 3.330|
| 3.340| 6868.6| 1.196| 2.393| 4.766| 6.715| 8.661| 9.663| 9.332| 3.340|
+------+--------+------+------+------+------+------+------+------+------+

13 Supplementum Page 237
+-----------------------------------------------------------------------+
| STABILITY CROSS TABLES (FIXED TRIM) |
+-----------------------------------------------------------------------+
| | | | | | | | | | |
|T AP | Dis.SW |Kn 5 |Kn 10 |Kn 20 |Kn 30 |Kn 45 |Kn 60 |Kn 75 |T FP |
|Metre | Ton |Metre |Metre |Metre |Metre |Metre |Metre |Metre |Metre |
+------+--------+------+------+------+------+------+------+------+------+
| 3.350| 6892.5| 1.194| 2.390| 4.762| 6.713| 8.661| 9.663| 9.330| 3.350|
| 3.360| 6916.4| 1.192| 2.386| 4.759| 6.710| 8.661| 9.663| 9.329| 3.360|
| 3.370| 6940.4| 1.190| 2.383| 4.755| 6.708| 8.661| 9.663| 9.327| 3.370|
| 3.380| 6964.3| 1.188| 2.379| 4.751| 6.705| 8.660| 9.662| 9.325| 3.380|
| 3.390| 6988.3| 1.186| 2.376| 4.748| 6.702| 8.660| 9.662| 9.324| 3.390|
| 3.400| 7012.3| 1.184| 2.372| 4.744| 6.700| 8.660| 9.662| 9.322| 3.400|
| 3.410| 7036.3| 1.182| 2.369| 4.740| 6.697| 8.660| 9.662| 9.321| 3.410|
| 3.420| 7060.3| 1.180| 2.365| 4.737| 6.695| 8.660| 9.661| 9.319| 3.420|
| 3.430| 7084.3| 1.179| 2.362| 4.733| 6.692| 8.660| 9.661| 9.317| 3.430|
| 3.440| 7108.3| 1.177| 2.358| 4.730| 6.690| 8.659| 9.661| 9.316| 3.440|
| 3.450| 7132.4| 1.175| 2.355| 4.726| 6.687| 8.659| 9.660| 9.314| 3.450|
| 3.460| 7156.4| 1.173| 2.352| 4.722| 6.685| 8.659| 9.660| 9.312| 3.460|
| 3.470| 7180.5| 1.171| 2.348| 4.719| 6.682| 8.659| 9.659| 9.311| 3.470|
| 3.480| 7204.6| 1.169| 2.345| 4.715| 6.680| 8.659| 9.659| 9.309| 3.480|
| 3.490| 7228.7| 1.168| 2.342| 4.712| 6.677| 8.659| 9.658| 9.307| 3.490|
| 3.500| 7252.8| 1.166| 2.338| 4.708| 6.674| 8.658| 9.658| 9.305| 3.500|
| 3.510| 7277.0| 1.164| 2.335| 4.705| 6.672| 8.658| 9.657| 9.304| 3.510|
| 3.520| 7301.1| 1.162| 2.332| 4.701| 6.669| 8.658| 9.657| 9.302| 3.520|
| 3.530| 7325.3| 1.161| 2.329| 4.698| 6.667| 8.658| 9.656| 9.300| 3.530|
| 3.540| 7349.4| 1.159| 2.326| 4.694| 6.664| 8.658| 9.656| 9.299| 3.540|
| 3.550| 7373.6| 1.157| 2.323| 4.691| 6.662| 8.658| 9.655| 9.297| 3.550|
| 3.560| 7397.8| 1.156| 2.320| 4.687| 6.659| 8.657| 9.654| 9.295| 3.560|
| 3.570| 7422.0| 1.154| 2.316| 4.684| 6.657| 8.657| 9.654| 9.293| 3.570|
| 3.580| 7446.3| 1.152| 2.313| 4.681| 6.654| 8.657| 9.653| 9.292| 3.580|
| 3.590| 7470.5| 1.151| 2.310| 4.677| 6.652| 8.657| 9.652| 9.290| 3.590|
| 3.600| 7494.8| 1.149| 2.307| 4.674| 6.650| 8.657| 9.651| 9.288| 3.600|
| 3.610| 7519.0| 1.147| 2.304| 4.670| 6.647| 8.656| 9.651| 9.286| 3.610|
| 3.620| 7543.3| 1.146| 2.302| 4.667| 6.645| 8.656| 9.650| 9.284| 3.620|
| 3.630| 7567.6| 1.144| 2.299| 4.664| 6.642| 8.656| 9.649| 9.283| 3.630|
| 3.640| 7591.9| 1.143| 2.296| 4.660| 6.640| 8.656| 9.648| 9.281| 3.640|
| 3.650| 7616.2| 1.141| 2.293| 4.657| 6.637| 8.656| 9.647| 9.279| 3.650|
| 3.660| 7640.6| 1.139| 2.290| 4.654| 6.635| 8.656| 9.647| 9.277| 3.660|
| 3.670| 7664.9| 1.138| 2.287| 4.651| 6.632| 8.655| 9.646| 9.276| 3.670|
| 3.680| 7689.3| 1.136| 2.285| 4.648| 6.630| 8.655| 9.645| 9.274| 3.680|
| 3.690| 7713.7| 1.135| 2.282| 4.644| 6.627| 8.655| 9.644| 9.272| 3.690|
| 3.700| 7738.1| 1.133| 2.279| 4.641| 6.625| 8.655| 9.643| 9.270| 3.700|
| 3.710| 7762.5| 1.132| 2.276| 4.638| 6.623| 8.655| 9.642| 9.268| 3.710|
| 3.720| 7786.9| 1.130| 2.274| 4.635| 6.620| 8.655| 9.641| 9.266| 3.720|
| 3.730| 7811.4| 1.129| 2.271| 4.632| 6.618| 8.654| 9.640| 9.265| 3.730|
| 3.740| 7835.8| 1.127| 2.268| 4.629| 6.615| 8.654| 9.639| 9.263| 3.740|
| 3.750| 7860.3| 1.126| 2.266| 4.626| 6.613| 8.654| 9.638| 9.261| 3.750|
| 3.760| 7884.8| 1.125| 2.263| 4.623| 6.611| 8.654| 9.637| 9.259| 3.760|
| 3.770| 7909.3| 1.123| 2.261| 4.620| 6.608| 8.654| 9.636| 9.257| 3.770|
| 3.780| 7933.8| 1.122| 2.258| 4.616| 6.606| 8.653| 9.635| 9.255| 3.780|
| 3.790| 7958.3| 1.120| 2.255| 4.613| 6.603| 8.653| 9.633| 9.253| 3.790|
| 3.800| 7982.9| 1.119| 2.253| 4.611| 6.601| 8.653| 9.632| 9.252| 3.800|
| 3.810| 8007.4| 1.118| 2.251| 4.608| 6.599| 8.653| 9.631| 9.250| 3.810|
| 3.820| 8032.0| 1.116| 2.248| 4.605| 6.596| 8.653| 9.630| 9.248| 3.820|
| 3.830| 8056.6| 1.115| 2.246| 4.602| 6.594| 8.653| 9.629| 9.246| 3.830|
| 3.840| 8081.2| 1.114| 2.243| 4.599| 6.592| 8.652| 9.628| 9.244| 3.840|
| 3.850| 8105.8| 1.112| 2.241| 4.596| 6.589| 8.652| 9.626| 9.242| 3.850|
| 3.860| 8130.5| 1.111| 2.238| 4.593| 6.587| 8.652| 9.625| 9.240| 3.860|
| 3.870| 8155.1| 1.110| 2.236| 4.590| 6.585| 8.652| 9.624| 9.238| 3.870|
| 3.880| 8179.8| 1.108| 2.234| 4.587| 6.582| 8.652| 9.622| 9.237| 3.880|
| 3.890| 8204.5| 1.107| 2.232| 4.584| 6.580| 8.652| 9.621| 9.235| 3.890|
| 3.900| 8229.2| 1.106| 2.229| 4.582| 6.578| 8.651| 9.620| 9.233| 3.900|
| 3.910| 8253.9| 1.105| 2.227| 4.579| 6.575| 8.651| 9.618| 9.231| 3.910|
| 3.920| 8278.6| 1.103| 2.225| 4.576| 6.573| 8.651| 9.617| 9.229| 3.920|
| 3.930| 8303.4| 1.102| 2.223| 4.573| 6.571| 8.651| 9.616| 9.227| 3.930|
| 3.940| 8328.1| 1.101| 2.220| 4.570| 6.568| 8.651| 9.614| 9.225| 3.940|
| 3.950| 8352.9| 1.100| 2.218| 4.568| 6.566| 8.651| 9.613| 9.223| 3.950|
| 3.960| 8377.7| 1.098| 2.216| 4.565| 6.564| 8.650| 9.611| 9.221| 3.960|
| 3.970| 8402.5| 1.097| 2.214| 4.562| 6.561| 8.650| 9.610| 9.219| 3.970|
| 3.980| 8427.3| 1.096| 2.212| 4.559| 6.559| 8.650| 9.608| 9.217| 3.980|
| 3.990| 8452.2| 1.095| 2.210| 4.557| 6.557| 8.650| 9.607| 9.215| 3.990|
| 4.000| 8477.0| 1.094| 2.208| 4.554| 6.555| 8.650| 9.605| 9.213| 4.000|
| 4.010| 8501.9| 1.093| 2.206| 4.551| 6.552| 8.650| 9.604| 9.211| 4.010|
| 4.020| 8526.8| 1.091| 2.204| 4.549| 6.550| 8.650| 9.602| 9.209| 4.020|
| 4.030| 8551.7| 1.090| 2.202| 4.546| 6.548| 8.649| 9.601| 9.207| 4.030|
| 4.040| 8576.6| 1.089| 2.200| 4.544| 6.545| 8.649| 9.599| 9.205| 4.040|
| 4.050| 8601.6| 1.088| 2.198| 4.541| 6.543| 8.649| 9.598| 9.203| 4.050|
| 4.060| 8626.5| 1.087| 2.196| 4.538| 6.541| 8.649| 9.596| 9.201| 4.060|
| 4.070| 8651.5| 1.086| 2.194| 4.536| 6.539| 8.649| 9.594| 9.199| 4.070|
| 4.080| 8676.5| 1.085| 2.192| 4.533| 6.536| 8.649| 9.593| 9.197| 4.080|
| 4.090| 8701.5| 1.084| 2.190| 4.531| 6.534| 8.649| 9.591| 9.195| 4.090|
| 4.100| 8726.5| 1.083| 2.189| 4.528| 6.532| 8.649| 9.589| 9.193| 4.100|
| 4.110| 8751.5| 1.082| 2.187| 4.526| 6.530| 8.649| 9.588| 9.191| 4.110|
| 4.120| 8776.6| 1.081| 2.185| 4.523| 6.527| 8.648| 9.586| 9.189| 4.120|
+------+--------+------+------+------+------+------+------+------+------+

13 Supplementum Page 238
+-----------------------------------------------------------------------+
| STABILITY CROSS TABLES (FIXED TRIM) |
+-----------------------------------------------------------------------+
| | | | | | | | | | |
|T AP | Dis.SW |Kn 5 |Kn 10 |Kn 20 |Kn 30 |Kn 45 |Kn 60 |Kn 75 |T FP |
|Metre | Ton |Metre |Metre |Metre |Metre |Metre |Metre |Metre |Metre |
+------+--------+------+------+------+------+------+------+------+------+´
| 4.130| 8801.7| 1.080| 2.183| 4.521| 6.525| 8.648| 9.584| 9.187| 4.130|
| 4.140| 8826.7| 1.079| 2.182| 4.518| 6.523| 8.648| 9.583| 9.185| 4.140|
| 4.150| 8851.8| 1.078| 2.180| 4.516| 6.521| 8.648| 9.581| 9.183| 4.150|
| 4.160| 8877.0| 1.077| 2.178| 4.513| 6.519| 8.648| 9.579| 9.181| 4.160|
| 4.170| 8902.1| 1.076| 2.176| 4.511| 6.516| 8.648| 9.577| 9.179| 4.170|
| 4.180| 8927.2| 1.075| 2.175| 4.508| 6.514| 8.648| 9.576| 9.177| 4.180|
| 4.190| 8952.4| 1.074| 2.173| 4.506| 6.512| 8.648| 9.574| 9.175| 4.190|
| 4.200| 8977.6| 1.073| 2.172| 4.503| 6.510| 8.648| 9.572| 9.173| 4.200|
| 4.210| 9002.8| 1.072| 2.170| 4.501| 6.508| 8.648| 9.570| 9.171| 4.210|
| 4.220| 9028.0| 1.071| 2.168| 4.499| 6.505| 8.648| 9.568| 9.169| 4.220|
| 4.230| 9053.3| 1.070| 2.167| 4.496| 6.503| 8.647| 9.566| 9.167| 4.230|
| 4.240| 9078.5| 1.069| 2.165| 4.494| 6.501| 8.647| 9.565| 9.165| 4.240|
| 4.250| 9103.8| 1.068| 2.164| 4.491| 6.499| 8.647| 9.563| 9.163| 4.250|
| 4.260| 9129.1| 1.067| 2.162| 4.489| 6.497| 8.647| 9.561| 9.161| 4.260|
| 4.270| 9154.4| 1.066| 2.161| 4.487| 6.495| 8.647| 9.559| 9.159| 4.270|
| 4.280| 9179.7| 1.066| 2.160| 4.484| 6.492| 8.647| 9.557| 9.157| 4.280|
| 4.290| 9205.1| 1.065| 2.158| 4.482| 6.490| 8.647| 9.555| 9.155| 4.290|
| 4.300| 9230.4| 1.064| 2.157| 4.480| 6.488| 8.647| 9.553| 9.153| 4.300|
| 4.310| 9255.8| 1.063| 2.155| 4.477| 6.486| 8.646| 9.551| 9.151| 4.310|
| 4.320| 9281.2| 1.062| 2.154| 4.475| 6.484| 8.646| 9.549| 9.148| 4.320|
| 4.330| 9306.6| 1.061| 2.153| 4.473| 6.482| 8.646| 9.547| 9.146| 4.330|
| 4.340| 9332.1| 1.061| 2.151| 4.471| 6.479| 8.646| 9.545| 9.144| 4.340|
| 4.350| 9357.5| 1.060| 2.150| 4.468| 6.477| 8.645| 9.543| 9.142| 4.350|
| 4.360| 9383.0| 1.059| 2.149| 4.466| 6.475| 8.645| 9.541| 9.140| 4.360|
| 4.370| 9408.5| 1.058| 2.148| 4.464| 6.473| 8.644| 9.539| 9.138| 4.370|
| 4.380| 9434.0| 1.057| 2.146| 4.462| 6.471| 8.644| 9.537| 9.136| 4.380|
| 4.390| 9459.5| 1.057| 2.145| 4.459| 6.469| 8.644| 9.535| 9.134| 4.390|
| 4.400| 9485.0| 1.056| 2.144| 4.457| 6.467| 8.643| 9.533| 9.132| 4.400|
| 4.410| 9510.6| 1.055| 2.143| 4.455| 6.465| 8.643| 9.531| 9.130| 4.410|
| 4.420| 9536.2| 1.054| 2.142| 4.453| 6.462| 8.642| 9.529| 9.127| 4.420|
| 4.430| 9561.8| 1.054| 2.140| 4.451| 6.460| 8.642| 9.526| 9.125| 4.430|
| 4.440| 9587.4| 1.053| 2.139| 4.448| 6.458| 8.641| 9.524| 9.123| 4.440|
| 4.450| 9613.0| 1.052| 2.138| 4.446| 6.456| 8.641| 9.522| 9.121| 4.450|
| 4.460| 9638.7| 1.052| 2.137| 4.444| 6.454| 8.640| 9.520| 9.119| 4.460|
| 4.470| 9664.4| 1.051| 2.136| 4.442| 6.452| 8.640| 9.518| 9.117| 4.470|
| 4.480| 9690.1| 1.050| 2.135| 4.440| 6.450| 8.639| 9.516| 9.115| 4.480|
| 4.490| 9715.8| 1.050| 2.134| 4.438| 6.448| 8.638| 9.513| 9.112| 4.490|
| 4.500| 9741.5| 1.049| 2.133| 4.435| 6.446| 8.638| 9.511| 9.110| 4.500|
| 4.510| 9767.2| 1.048| 2.132| 4.433| 6.444| 8.637| 9.509| 9.108| 4.510|
| 4.520| 9793.0| 1.048| 2.131| 4.431| 6.442| 8.636| 9.507| 9.106| 4.520|
| 4.530| 9818.8| 1.047| 2.130| 4.429| 6.439| 8.636| 9.504| 9.104| 4.530|
| 4.540| 9844.6| 1.046| 2.129| 4.427| 6.437| 8.635| 9.502| 9.102| 4.540|
| 4.550| 9870.5| 1.046| 2.128| 4.425| 6.435| 8.634| 9.500| 9.100| 4.550|
| 4.560| 9896.3| 1.045| 2.128| 4.423| 6.433| 8.634| 9.498| 9.097| 4.560|
| 4.570| 9922.2| 1.045| 2.127| 4.421| 6.431| 8.633| 9.495| 9.095| 4.570|
| 4.580| 9948.1| 1.044| 2.126| 4.419| 6.429| 8.632| 9.493| 9.093| 4.580|
| 4.590| 9974.0| 1.043| 2.125| 4.417| 6.427| 8.631| 9.491| 9.091| 4.590|
| 4.600| 9999.9| 1.043| 2.124| 4.415| 6.425| 8.630| 9.488| 9.089| 4.600|
| 4.610| 10025.9| 1.042| 2.124| 4.413| 6.423| 8.629| 9.486| 9.087| 4.610|
| 4.620| 10051.8| 1.042| 2.123| 4.411| 6.421| 8.629| 9.484| 9.084| 4.620|
| 4.630| 10077.8| 1.041| 2.122| 4.409| 6.419| 8.628| 9.481| 9.082| 4.630|
| 4.640| 10103.8| 1.041| 2.121| 4.407| 6.417| 8.627| 9.479| 9.080| 4.640|
| 4.650| 10129.9| 1.040| 2.121| 4.405| 6.415| 8.626| 9.477| 9.078| 4.650|
| 4.660| 10155.9| 1.040| 2.120| 4.403| 6.413| 8.625| 9.474| 9.076| 4.660|
| 4.670| 10182.0| 1.039| 2.119| 4.401| 6.411| 8.624| 9.472| 9.073| 4.670|
| 4.680| 10208.1| 1.039| 2.119| 4.399| 6.409| 8.623| 9.469| 9.071| 4.680|
| 4.690| 10234.2| 1.038| 2.118| 4.397| 6.407| 8.622| 9.467| 9.069| 4.690|
| 4.700| 10260.4| 1.038| 2.118| 4.395| 6.405| 8.621| 9.464| 9.067| 4.700|
| 4.710| 10286.6| 1.038| 2.117| 4.393| 6.403| 8.620| 9.462| 9.064| 4.710|
| 4.720| 10312.7| 1.037| 2.116| 4.391| 6.401| 8.619| 9.459| 9.062| 4.720|
| 4.730| 10339.0| 1.037| 2.116| 4.389| 6.399| 8.618| 9.457| 9.060| 4.730|
| 4.740| 10365.2| 1.036| 2.115| 4.387| 6.397| 8.617| 9.454| 9.058| 4.740|
| 4.750| 10391.4| 1.036| 2.115| 4.385| 6.395| 8.616| 9.452| 9.056| 4.750|
| 4.760| 10417.7| 1.035| 2.114| 4.383| 6.393| 8.614| 9.449| 9.053| 4.760|
| 4.770| 10444.0| 1.035| 2.114| 4.381| 6.391| 8.613| 9.447| 9.051| 4.770|
| 4.780| 10470.3| 1.035| 2.114| 4.379| 6.389| 8.612| 9.444| 9.049| 4.780|
| 4.790| 10496.7| 1.034| 2.113| 4.377| 6.387| 8.611| 9.442| 9.047| 4.790|
| 4.800| 10523.1| 1.034| 2.113| 4.375| 6.385| 8.610| 9.439| 9.044| 4.800|
| 4.810| 10549.5| 1.034| 2.112| 4.373| 6.383| 8.609| 9.436| 9.042| 4.810|
| 4.820| 10575.9| 1.033| 2.112| 4.371| 6.381| 8.607| 9.434| 9.040| 4.820|
| 4.830| 10602.3| 1.033| 2.112| 4.369| 6.379| 8.606| 9.431| 9.038| 4.830|
| 4.840| 10628.8| 1.033| 2.111| 4.368| 6.377| 8.605| 9.428| 9.035| 4.840|
| 4.850| 10655.3| 1.032| 2.111| 4.366| 6.375| 8.604| 9.426| 9.033| 4.850|
| 4.860| 10681.8| 1.032| 2.111| 4.364| 6.373| 8.602| 9.423| 9.031| 4.860|
| 4.870| 10708.4| 1.032| 2.110| 4.362| 6.371| 8.601| 9.420| 9.029| 4.870|
| 4.880| 10734.9| 1.032| 2.110| 4.360| 6.369| 8.600| 9.418| 9.026| 4.880|
| 4.890| 10761.5| 1.031| 2.110| 4.358| 6.367| 8.598| 9.415| 9.024| 4.890|
| 4.900| 10788.2| 1.031| 2.109| 4.356| 6.365| 8.597| 9.412| 9.022| 4.900|
+------+--------+------+------+------+------+------+------+------+------+

13 Supplementum Page 239
+-----------------------------------------------------------------------+
| STABILITY CROSS TABLES (FIXED TRIM) |
+-----------------------------------------------------------------------+
| | | | | | | | | | |
|T AP | Dis.SW |Kn 5 |Kn 10 |Kn 20 |Kn 30 |Kn 45 |Kn 60 |Kn 75 |T FP |
|Metre | Ton |Metre |Metre |Metre |Metre |Metre |Metre |Metre |Metre |
+------+--------+------+------+------+------+------+------+------+------+
| 4.910| 10814.8| 1.031| 2.109| 4.355| 6.363| 8.596| 9.410| 9.019| 4.910|
| 4.920| 10841.5| 1.031| 2.109| 4.353| 6.361| 8.594| 9.407| 9.017| 4.920|
| 4.930| 10868.2| 1.030| 2.109| 4.351| 6.359| 8.593| 9.404| 9.015| 4.930|
| 4.940| 10894.9| 1.030| 2.108| 4.349| 6.357| 8.591| 9.401| 9.013| 4.940|
| 4.950| 10921.6| 1.030| 2.108| 4.347| 6.355| 8.590| 9.399| 9.010| 4.950|
| 4.960| 10948.4| 1.030| 2.108| 4.345| 6.353| 8.588| 9.396| 9.008| 4.960|
| 4.970| 10975.2| 1.030| 2.108| 4.344| 6.352| 8.587| 9.393| 9.006| 4.970|
| 4.980| 11002.0| 1.029| 2.108| 4.342| 6.350| 8.585| 9.390| 9.003| 4.980|
| 4.990| 11028.9| 1.029| 2.107| 4.340| 6.348| 8.584| 9.387| 9.001| 4.990|
| 5.000| 11055.8| 1.029| 2.107| 4.338| 6.346| 8.582| 9.385| 8.999| 5.000|
| 5.010| 11082.7| 1.029| 2.107| 4.336| 6.344| 8.581| 9.382| 8.996| 5.010|
| 5.020| 11109.6| 1.029| 2.107| 4.335| 6.342| 8.579| 9.379| 8.994| 5.020|
| 5.030| 11136.6| 1.029| 2.107| 4.333| 6.340| 8.578| 9.376| 8.992| 5.030|
| 5.040| 11163.6| 1.029| 2.107| 4.331| 6.338| 8.576| 9.373| 8.989| 5.040|
| 5.050| 11190.6| 1.029| 2.106| 4.329| 6.336| 8.575| 9.370| 8.987| 5.050|
| 5.060| 11217.7| 1.028| 2.106| 4.328| 6.334| 8.573| 9.367| 8.985| 5.060|
| 5.070| 11244.8| 1.028| 2.106| 4.326| 6.332| 8.571| 9.364| 8.982| 5.070|
| 5.080| 11271.9| 1.028| 2.106| 4.324| 6.330| 8.570| 9.361| 8.980| 5.080|
| 5.090| 11299.0| 1.028| 2.106| 4.322| 6.329| 8.568| 9.358| 8.978| 5.090|
| 5.100| 11326.2| 1.028| 2.106| 4.321| 6.327| 8.566| 9.356| 8.975| 5.100|
| 5.110| 11353.4| 1.028| 2.106| 4.319| 6.325| 8.565| 9.353| 8.973| 5.110|
| 5.120| 11380.6| 1.028| 2.106| 4.317| 6.323| 8.563| 9.350| 8.971| 5.120|
| 5.130| 11407.9| 1.028| 2.105| 4.315| 6.321| 8.561| 9.347| 8.968| 5.130|
| 5.140| 11435.2| 1.028| 2.105| 4.314| 6.319| 8.559| 9.344| 8.966| 5.140|
| 5.150| 11462.5| 1.028| 2.105| 4.312| 6.317| 8.558| 9.341| 8.964| 5.150|
| 5.160| 11489.9| 1.028| 2.105| 4.310| 6.315| 8.556| 9.338| 8.961| 5.160|
| 5.170| 11517.3| 1.028| 2.105| 4.308| 6.313| 8.554| 9.334| 8.959| 5.170|
| 5.180| 11544.7| 1.028| 2.105| 4.307| 6.312| 8.552| 9.331| 8.956| 5.180|
| 5.190| 11572.2| 1.028| 2.105| 4.305| 6.310| 8.551| 9.328| 8.954| 5.190|
| 5.200| 11599.7| 1.028| 2.105| 4.303| 6.308| 8.549| 9.325| 8.952| 5.200|
| 5.210| 11627.2| 1.028| 2.105| 4.302| 6.306| 8.547| 9.322| 8.949| 5.210|
| 5.220| 11654.8| 1.028| 2.105| 4.300| 6.304| 8.545| 9.319| 8.947| 5.220|
| 5.230| 11682.4| 1.029| 2.105| 4.298| 6.302| 8.543| 9.316| 8.944| 5.230|
| 5.240| 11710.0| 1.029| 2.105| 4.296| 6.300| 8.541| 9.313| 8.942| 5.240|
| 5.250| 11737.7| 1.029| 2.105| 4.295| 6.298| 8.539| 9.310| 8.940| 5.250|
| 5.260| 11765.4| 1.029| 2.105| 4.293| 6.297| 8.538| 9.306| 8.937| 5.260|
| 5.270| 11793.1| 1.029| 2.105| 4.291| 6.295| 8.536| 9.303| 8.935| 5.270|
| 5.280| 11820.9| 1.029| 2.105| 4.290| 6.293| 8.534| 9.300| 8.932| 5.280|
| 5.290| 11848.6| 1.029| 2.105| 4.288| 6.291| 8.532| 9.297| 8.930| 5.290|
| 5.300| 11876.5| 1.029| 2.105| 4.286| 6.289| 8.530| 9.294| 8.928| 5.300|
| 5.310| 11904.3| 1.030| 2.105| 4.285| 6.287| 8.528| 9.290| 8.925| 5.310|
| 5.320| 11932.2| 1.030| 2.105| 4.283| 6.285| 8.526| 9.287| 8.923| 5.320|
| 5.330| 11960.2| 1.030| 2.105| 4.281| 6.284| 8.524| 9.284| 8.920| 5.330|
| 5.340| 11988.2| 1.030| 2.105| 4.280| 6.282| 8.522| 9.281| 8.918| 5.340|
| 5.350| 12016.2| 1.030| 2.105| 4.278| 6.280| 8.520| 9.277| 8.915| 5.350|
| 5.360| 12044.2| 1.030| 2.105| 4.276| 6.278| 8.518| 9.274| 8.913| 5.360|
| 5.370| 12072.3| 1.031| 2.105| 4.275| 6.276| 8.516| 9.271| 8.910| 5.370|
| 5.380| 12100.4| 1.031| 2.105| 4.273| 6.274| 8.514| 9.268| 8.908| 5.380|
| 5.390| 12128.5| 1.031| 2.105| 4.272| 6.273| 8.511| 9.264| 8.905| 5.390|
| 5.400| 12156.7| 1.031| 2.106| 4.270| 6.271| 8.509| 9.261| 8.903| 5.400|
| 5.410| 12185.0| 1.032| 2.106| 4.268| 6.269| 8.507| 9.258| 8.901| 5.410|
| 5.420| 12213.2| 1.032| 2.106| 4.267| 6.267| 8.505| 9.254| 8.898| 5.420|
| 5.430| 12241.5| 1.032| 2.106| 4.265| 6.265| 8.503| 9.251| 8.896| 5.430|
| 5.440| 12269.8| 1.032| 2.106| 4.263| 6.263| 8.501| 9.248| 8.893| 5.440|
| 5.450| 12298.2| 1.033| 2.106| 4.262| 6.262| 8.499| 9.244| 8.891| 5.450|
| 5.460| 12326.6| 1.033| 2.106| 4.260| 6.260| 8.497| 9.241| 8.888| 5.460|
| 5.470| 12355.1| 1.033| 2.106| 4.259| 6.258| 8.494| 9.238| 8.886| 5.470|
| 5.480| 12383.6| 1.033| 2.106| 4.257| 6.256| 8.492| 9.234| 8.883| 5.480|
| 5.490| 12412.1| 1.034| 2.106| 4.256| 6.254| 8.490| 9.231| 8.881| 5.490|
| 5.500| 12440.6| 1.034| 2.106| 4.254| 6.253| 8.488| 9.228| 8.878| 5.500|
| 5.510| 12469.2| 1.034| 2.107| 4.252| 6.251| 8.485| 9.224| 8.876| 5.510|
| 5.520| 12497.9| 1.035| 2.107| 4.251| 6.249| 8.483| 9.221| 8.873| 5.520|
| 5.530| 12526.6| 1.035| 2.107| 4.249| 6.247| 8.481| 9.217| 8.870| 5.530|
| 5.540| 12555.3| 1.035| 2.107| 4.248| 6.245| 8.479| 9.214| 8.868| 5.540|
| 5.550| 12584.0| 1.036| 2.107| 4.246| 6.244| 8.476| 9.211| 8.865| 5.550|
| 5.560| 12612.8| 1.036| 2.107| 4.245| 6.242| 8.474| 9.207| 8.863| 5.560|
| 5.570| 12641.7| 1.036| 2.107| 4.243| 6.240| 8.472| 9.204| 8.860| 5.570|
| 5.580| 12670.5| 1.036| 2.107| 4.242| 6.238| 8.469| 9.200| 8.858| 5.580|
| 5.590| 12699.4| 1.037| 2.107| 4.240| 6.236| 8.467| 9.197| 8.855| 5.590|
| 5.600| 12728.4| 1.037| 2.107| 4.239| 6.235| 8.465| 9.193| 8.853| 5.600|
| 5.610| 12757.4| 1.038| 2.108| 4.237| 6.233| 8.462| 9.190| 8.850| 5.610|
| 5.620| 12786.4| 1.038| 2.108| 4.236| 6.231| 8.460| 9.186| 8.848| 5.620|
| 5.630| 12815.5| 1.038| 2.108| 4.234| 6.229| 8.457| 9.183| 8.845| 5.630|
| 5.640| 12844.6| 1.039| 2.108| 4.233| 6.227| 8.455| 9.179| 8.842| 5.640|
| 5.650| 12873.7| 1.039| 2.108| 4.231| 6.226| 8.453| 9.176| 8.840| 5.650|
| 5.660| 12902.9| 1.039| 2.108| 4.230| 6.224| 8.450| 9.172| 8.837| 5.660|
| 5.670| 12932.1| 1.040| 2.108| 4.228| 6.222| 8.448| 9.169| 8.835| 5.670|
| 5.680| 12961.3| 1.040| 2.108| 4.227| 6.220| 8.445| 9.165| 8.832| 5.680|
+------+--------+------+------+------+------+------+------+------+------+

13 Supplementum Page 240
+-----------------------------------------------------------------------+
| STABILITY CROSS TABLES (FIXED TRIM) |
+-----------------------------------------------------------------------+
| | | | | | | | | | |
|T AP | Dis.SW |Kn 5 |Kn 10 |Kn 20 |Kn 30 |Kn 45 |Kn 60 |Kn 75 |T FP |
|Metre | Ton |Metre |Metre |Metre |Metre |Metre |Metre |Metre |Metre |
+------+--------+------+------+------+------+------+------+------+------+
| 5.690| 12990.6| 1.041| 2.108| 4.225| 6.219| 8.443| 9.162| 8.829| 5.690|
| 5.700| 13020.0| 1.041| 2.108| 4.224| 6.217| 8.440| 9.158| 8.827| 5.700|
| 5.710| 13049.3| 1.041| 2.108| 4.223| 6.215| 8.438| 9.155| 8.824| 5.710|
| 5.720| 13078.7| 1.042| 2.109| 4.221| 6.213| 8.435| 9.151| 8.822| 5.720|
| 5.730| 13108.2| 1.042| 2.109| 4.220| 6.212| 8.433| 9.148| 8.819| 5.730|
| 5.740| 13137.7| 1.043| 2.109| 4.218| 6.210| 8.430| 9.144| 8.816| 5.740|
| 5.750| 13167.2| 1.043| 2.109| 4.217| 6.208| 8.428| 9.140| 8.814| 5.750|
| 5.760| 13196.8| 1.044| 2.109| 4.215| 6.206| 8.425| 9.137| 8.811| 5.760|
| 5.770| 13226.3| 1.044| 2.109| 4.214| 6.205| 8.423| 9.133| 8.808| 5.770|
| 5.780| 13256.0| 1.044| 2.109| 4.213| 6.203| 8.420| 9.130| 8.806| 5.780|
| 5.790| 13285.7| 1.045| 2.109| 4.211| 6.201| 8.417| 9.126| 8.803| 5.790|
| 5.800| 13315.4| 1.045| 2.109| 4.210| 6.199| 8.415| 9.123| 8.801| 5.800|
| 5.810| 13345.1| 1.046| 2.109| 4.209| 6.198| 8.412| 9.119| 8.798| 5.810|
| 5.820| 13374.9| 1.046| 2.109| 4.207| 6.196| 8.410| 9.115| 8.795| 5.820|
| 5.830| 13404.7| 1.047| 2.109| 4.206| 6.194| 8.407| 9.112| 8.793| 5.830|
| 5.840| 13434.6| 1.047| 2.110| 4.205| 6.193| 8.404| 9.108| 8.790| 5.840|
| 5.850| 13464.5| 1.048| 2.110| 4.203| 6.191| 8.402| 9.105| 8.787| 5.850|
| 5.860| 13494.5| 1.048| 2.110| 4.202| 6.189| 8.399| 9.101| 8.785| 5.860|
| 5.870| 13524.5| 1.049| 2.110| 4.201| 6.188| 8.396| 9.097| 8.782| 5.870|
| 5.880| 13554.5| 1.049| 2.110| 4.199| 6.186| 8.394| 9.094| 8.779| 5.880|
| 5.890| 13584.6| 1.049| 2.110| 4.198| 6.184| 8.391| 9.090| 8.777| 5.890|
| 5.900| 13614.7| 1.050| 2.110| 4.197| 6.183| 8.388| 9.086| 8.774| 5.900|
| 5.910| 13644.9| 1.050| 2.110| 4.195| 6.181| 8.385| 9.083| 8.771| 5.910|
| 5.920| 13675.1| 1.051| 2.110| 4.194| 6.179| 8.383| 9.079| 8.768| 5.920|
| 5.930| 13705.3| 1.051| 2.110| 4.193| 6.178| 8.380| 9.075| 8.766| 5.930|
| 5.940| 13735.6| 1.052| 2.110| 4.191| 6.176| 8.377| 9.072| 8.763| 5.940|
| 5.950| 13765.9| 1.052| 2.110| 4.190| 6.174| 8.374| 9.068| 8.760| 5.950|
| 5.960| 13796.2| 1.052| 2.110| 4.189| 6.173| 8.371| 9.064| 8.758| 5.960|
| 5.970| 13826.6| 1.053| 2.110| 4.188| 6.171| 8.369| 9.061| 8.755| 5.970|
| 5.980| 13857.0| 1.053| 2.110| 4.186| 6.170| 8.366| 9.057| 8.752| 5.980|
| 5.990| 13887.5| 1.054| 2.111| 4.185| 6.168| 8.363| 9.053| 8.749| 5.990|
| 6.000| 13918.0| 1.054| 2.111| 4.184| 6.166| 8.360| 9.050| 8.747| 6.000|
| 6.010| 13948.5| 1.055| 2.111| 4.183| 6.165| 8.357| 9.046| 8.744| 6.010|
| 6.020| 13979.1| 1.055| 2.111| 4.181| 6.163| 8.354| 9.042| 8.741| 6.020|
| 6.030| 14009.7| 1.055| 2.111| 4.180| 6.162| 8.352| 9.038| 8.738| 6.030|
| 6.040| 14040.4| 1.056| 2.111| 4.179| 6.160| 8.349| 9.035| 8.736| 6.040|
| 6.050| 14071.0| 1.056| 2.111| 4.178| 6.159| 8.346| 9.031| 8.733| 6.050|
| 6.060| 14101.7| 1.057| 2.111| 4.177| 6.157| 8.343| 9.027| 8.730| 6.060|
| 6.070| 14132.5| 1.057| 2.111| 4.175| 6.156| 8.340| 9.024| 8.727| 6.070|
| 6.080| 14163.3| 1.057| 2.111| 4.174| 6.154| 8.337| 9.020| 8.724| 6.080|
| 6.090| 14194.1| 1.058| 2.111| 4.173| 6.153| 8.334| 9.016| 8.722| 6.090|
| 6.100| 14224.9| 1.058| 2.111| 4.172| 6.151| 8.331| 9.012| 8.719| 6.100|
| 6.110| 14255.8| 1.059| 2.111| 4.171| 6.150| 8.328| 9.009| 8.716| 6.110|
| 6.120| 14286.8| 1.059| 2.111| 4.169| 6.148| 8.325| 9.005| 8.713| 6.120|
| 6.130| 14317.7| 1.059| 2.111| 4.168| 6.147| 8.322| 9.001| 8.710| 6.130|
| 6.140| 14348.7| 1.060| 2.111| 4.167| 6.145| 8.319| 8.997| 8.708| 6.140|
| 6.150| 14379.7| 1.060| 2.111| 4.166| 6.144| 8.316| 8.994| 8.705| 6.150|
| 6.160| 14410.8| 1.060| 2.111| 4.165| 6.142| 8.313| 8.990| 8.702| 6.160|
| 6.170| 14441.9| 1.061| 2.111| 4.164| 6.141| 8.310| 8.986| 8.699| 6.170|
| 6.180| 14473.0| 1.061| 2.111| 4.163| 6.139| 8.307| 8.982| 8.696| 6.180|
| 6.190| 14504.2| 1.061| 2.111| 4.161| 6.138| 8.304| 8.979| 8.693| 6.190|
| 6.200| 14535.3| 1.062| 2.111| 4.160| 6.136| 8.301| 8.975| 8.691| 6.200|
| 6.210| 14566.6| 1.062| 2.111| 4.159| 6.135| 8.298| 8.971| 8.688| 6.210|
| 6.220| 14597.8| 1.063| 2.111| 4.158| 6.134| 8.295| 8.967| 8.685| 6.220|
| 6.230| 14629.1| 1.063| 2.111| 4.157| 6.132| 8.292| 8.964| 8.682| 6.230|
| 6.240| 14660.5| 1.063| 2.111| 4.156| 6.131| 8.289| 8.960| 8.679| 6.240|
| 6.250| 14691.8| 1.064| 2.111| 4.155| 6.130| 8.286| 8.956| 8.676| 6.250|
| 6.260| 14723.2| 1.064| 2.111| 4.154| 6.128| 8.283| 8.952| 8.673| 6.260|
| 6.270| 14754.6| 1.064| 2.111| 4.153| 6.127| 8.280| 8.949| 8.670| 6.270|
| 6.280| 14786.1| 1.065| 2.111| 4.152| 6.125| 8.277| 8.945| 8.668| 6.280|
| 6.290| 14817.6| 1.065| 2.111| 4.150| 6.124| 8.273| 8.941| 8.665| 6.290|
| 6.300| 14849.1| 1.065| 2.111| 4.149| 6.123| 8.270| 8.937| 8.662| 6.300|
| 6.310| 14880.7| 1.065| 2.111| 4.148| 6.121| 8.267| 8.933| 8.659| 6.310|
| 6.320| 14912.3| 1.066| 2.111| 4.147| 6.120| 8.264| 8.930| 8.656| 6.320|
| 6.330| 14944.0| 1.066| 2.111| 4.146| 6.119| 8.261| 8.926| 8.653| 6.330|
| 6.340| 14975.6| 1.066| 2.111| 4.145| 6.117| 8.258| 8.922| 8.650| 6.340|
| 6.350| 15007.3| 1.067| 2.111| 4.144| 6.116| 8.254| 8.918| 8.647| 6.350|
| 6.360| 15039.1| 1.067| 2.111| 4.143| 6.115| 8.251| 8.914| 8.644| 6.360|
| 6.370| 15070.8| 1.067| 2.111| 4.142| 6.114| 8.248| 8.911| 8.641| 6.370|
| 6.380| 15102.7| 1.068| 2.111| 4.141| 6.112| 8.245| 8.907| 8.638| 6.380|
| 6.390| 15134.5| 1.068| 2.111| 4.140| 6.111| 8.242| 8.903| 8.635| 6.390|
| 6.400| 15166.4| 1.068| 2.111| 4.139| 6.110| 8.238| 8.899| 8.632| 6.400|
| 6.410| 15198.3| 1.069| 2.111| 4.138| 6.108| 8.235| 8.895| 8.629| 6.410|
| 6.420| 15230.2| 1.069| 2.111| 4.137| 6.107| 8.232| 8.891| 8.626| 6.420|
| 6.430| 15262.2| 1.069| 2.111| 4.136| 6.106| 8.229| 8.888| 8.623| 6.430|
| 6.440| 15294.2| 1.069| 2.111| 4.135| 6.105| 8.225| 8.884| 8.620| 6.440|
| 6.450| 15326.3| 1.070| 2.110| 4.134| 6.103| 8.222| 8.880| 8.617| 6.450|
| 6.460| 15358.4| 1.070| 2.110| 4.133| 6.102| 8.219| 8.876| 8.614| 6.460|
+------+--------+------+------+------+------+------+------+------+------+

13 Supplementum Page 241
+-----------------------------------------------------------------------+
| STABILITY CROSS TABLES (FIXED TRIM) |
+-----------------------------------------------------------------------+
| | | | | | | | | | |
|T AP | Dis.SW |Kn 5 |Kn 10 |Kn 20 |Kn 30 |Kn 45 |Kn 60 |Kn 75 |T FP |
|Metre | Ton |Metre |Metre |Metre |Metre |Metre |Metre |Metre |Metre |
+------+--------+------+------+------+------+------+------+------+------+
| 6.470| 15390.5| 1.070| 2.110| 4.132| 6.101| 8.215| 8.872| 8.611| 6.470|
| 6.480| 15422.7| 1.070| 2.110| 4.131| 6.100| 8.212| 8.868| 8.608| 6.480|
| 6.490| 15454.8| 1.071| 2.110| 4.130| 6.099| 8.209| 8.865| 8.605| 6.490|
| 6.500| 15487.1| 1.071| 2.110| 4.129| 6.097| 8.205| 8.861| 8.602| 6.500|
| 6.510| 15519.3| 1.071| 2.110| 4.128| 6.096| 8.202| 8.857| 8.599| 6.510|
| 6.520| 15551.6| 1.071| 2.110| 4.127| 6.095| 8.199| 8.853| 8.596| 6.520|
| 6.530| 15584.0| 1.071| 2.110| 4.126| 6.094| 8.195| 8.849| 8.593| 6.530|
| 6.540| 15616.6| 1.072| 2.110| 4.126| 6.093| 8.192| 8.845| 8.590| 6.540|
| 6.550| 15649.2| 1.072| 2.110| 4.125| 6.091| 8.188| 8.842| 8.587| 6.550|
| 6.560| 15681.8| 1.072| 2.110| 4.124| 6.090| 8.185| 8.838| 8.584| 6.560|
| 6.570| 15714.4| 1.072| 2.110| 4.123| 6.089| 8.182| 8.834| 8.581| 6.570|
| 6.580| 15747.0| 1.072| 2.109| 4.122| 6.088| 8.178| 8.830| 8.578| 6.580|
| 6.590| 15779.7| 1.073| 2.109| 4.121| 6.087| 8.175| 8.826| 8.575| 6.590|
| 6.600| 15812.4| 1.073| 2.109| 4.120| 6.086| 8.171| 8.822| 8.572| 6.600|
| 6.610| 15845.2| 1.073| 2.109| 4.119| 6.085| 8.168| 8.818| 8.569| 6.610|
| 6.620| 15877.9| 1.073| 2.109| 4.118| 6.083| 8.164| 8.814| 8.566| 6.620|
| 6.630| 15910.7| 1.073| 2.109| 4.117| 6.082| 8.161| 8.811| 8.563| 6.630|
| 6.640| 15943.5| 1.073| 2.109| 4.116| 6.081| 8.157| 8.807| 8.560| 6.640|
| 6.650| 15976.3| 1.073| 2.109| 4.115| 6.080| 8.154| 8.803| 8.557| 6.650|
| 6.660| 16009.1| 1.074| 2.109| 4.115| 6.079| 8.150| 8.799| 8.554| 6.660|
| 6.670| 16042.0| 1.074| 2.109| 4.114| 6.078| 8.147| 8.795| 8.551| 6.670|
| 6.680| 16074.9| 1.074| 2.108| 4.113| 6.077| 8.143| 8.791| 8.548| 6.680|
| 6.690| 16107.8| 1.074| 2.108| 4.112| 6.076| 8.140| 8.787| 8.545| 6.690|
| 6.700| 16140.8| 1.074| 2.108| 4.111| 6.075| 8.136| 8.783| 8.542| 6.700|
| 6.710| 16173.7| 1.074| 2.108| 4.110| 6.074| 8.133| 8.779| 8.539| 6.710|
| 6.720| 16206.7| 1.074| 2.108| 4.109| 6.073| 8.129| 8.776| 8.536| 6.720|
| 6.730| 16239.7| 1.074| 2.108| 4.109| 6.072| 8.126| 8.772| 8.533| 6.730|
| 6.740| 16272.7| 1.074| 2.108| 4.108| 6.071| 8.122| 8.768| 8.529| 6.740|
| 6.750| 16305.8| 1.074| 2.108| 4.107| 6.070| 8.119| 8.764| 8.526| 6.750|
| 6.760| 16338.9| 1.074| 2.107| 4.106| 6.069| 8.115| 8.760| 8.523| 6.760|
| 6.770| 16372.0| 1.074| 2.107| 4.105| 6.067| 8.112| 8.756| 8.520| 6.770|
| 6.780| 16405.1| 1.074| 2.107| 4.104| 6.066| 8.108| 8.752| 8.517| 6.780|
| 6.790| 16438.2| 1.074| 2.107| 4.104| 6.065| 8.104| 8.748| 8.514| 6.790|
| 6.800| 16471.4| 1.074| 2.107| 4.103| 6.064| 8.101| 8.745| 8.511| 6.800|
| 6.810| 16504.6| 1.074| 2.107| 4.102| 6.063| 8.097| 8.741| 8.508| 6.810|
| 6.820| 16537.8| 1.074| 2.107| 4.101| 6.062| 8.094| 8.737| 8.505| 6.820|
| 6.830| 16570.5| 1.074| 2.106| 4.100| 6.062| 8.090| 8.733| 8.502| 6.830|
| 6.840| 16602.9| 1.074| 2.106| 4.100| 6.061| 8.087| 8.729| 8.499| 6.840|
| 6.850| 16635.2| 1.074| 2.106| 4.099| 6.060| 8.083| 8.725| 8.496| 6.850|
| 6.860| 16667.6| 1.074| 2.106| 4.098| 6.059| 8.079| 8.722| 8.493| 6.860|
| 6.870| 16700.0| 1.074| 2.106| 4.097| 6.058| 8.076| 8.718| 8.490| 6.870|
| 6.880| 16732.4| 1.074| 2.106| 4.096| 6.057| 8.072| 8.714| 8.487| 6.880|
| 6.890| 16764.9| 1.074| 2.105| 4.096| 6.056| 8.069| 8.710| 8.484| 6.890|
| 6.900| 16797.3| 1.074| 2.105| 4.095| 6.055| 8.065| 8.707| 8.481| 6.900|
| 6.910| 16829.8| 1.074| 2.105| 4.094| 6.054| 8.062| 8.703| 8.478| 6.910|
| 6.920| 16862.3| 1.074| 2.105| 4.093| 6.053| 8.058| 8.699| 8.475| 6.920|
| 6.930| 16894.9| 1.074| 2.105| 4.093| 6.052| 8.054| 8.695| 8.472| 6.930|
| 6.940| 16927.4| 1.074| 2.105| 4.092| 6.051| 8.051| 8.692| 8.470| 6.940|
| 6.950| 16960.0| 1.074| 2.104| 4.091| 6.051| 8.047| 8.688| 8.467| 6.950|
| 6.960| 16992.6| 1.074| 2.104| 4.091| 6.050| 8.044| 8.684| 8.464| 6.960|
| 6.970| 17025.2| 1.074| 2.104| 4.090| 6.049| 8.040| 8.680| 8.461| 6.970|
| 6.980| 17057.9| 1.074| 2.104| 4.089| 6.048| 8.036| 8.676| 8.458| 6.980|
| 6.990| 17090.5| 1.074| 2.104| 4.088| 6.047| 8.033| 8.673| 8.455| 6.990|
| 7.000| 17123.2| 1.074| 2.103| 4.088| 6.046| 8.029| 8.669| 8.452| 7.000|
+------+--------+------+------+------+------+------+------+------+------+

13 Supplementum Page 242
13.2 Detailed Hydrostatic Particulars Including the Ducktail
+---------------------------+---------------------------+---------------+
|Yard number: |Ship name: |Date: |
|590 |Estonia | |
+---------------------------+---------------------------+---------------+
+-----------------------------------------------------------------------+
| HYDROSTATIC TABLES |
+-----------------------------------------------------------------------+
| | | | | | | | | |
|T AP | Dis.SW | Dis.FW | LCB | TCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.f.CL |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+-------+------+
| 2.000| 3842.8| 3749.1| 65.993|-6.E-10| 1.062| 65.935| 18.982| 2.000|
| 2.010| 3864.8| 3770.5| 65.993|-6.E-10| 1.067| 65.933| 18.916| 2.010|
| 2.020| 3886.8| 3792.0| 65.993|-6.E-10| 1.073| 65.930| 18.852| 2.020|
| 2.030| 3908.8| 3813.5| 65.992|-6.E-10| 1.078| 65.928| 18.788| 2.030|
| 2.040| 3930.9| 3835.0| 65.992|-6.E-10| 1.083| 65.925| 18.724| 2.040|
| 2.050| 3952.9| 3856.5| 65.991|-6.E-10| 1.089| 65.923| 18.662| 2.050|
| 2.060| 3975.0| 3878.1| 65.991|-6.E-10| 1.094| 65.921| 18.600| 2.060|
| 2.070| 3997.1| 3899.6| 65.991|-7.E-10| 1.099| 65.919| 18.539| 2.070|
| 2.080| 4019.2| 3921.2| 65.990|-6.E-10| 1.105| 65.916| 18.478| 2.080|
| 2.090| 4041.4| 3942.8| 65.990|-4.E-10| 1.110| 65.913| 18.418| 2.090|
| 2.100| 4063.5| 3964.4| 65.989|-4.E-10| 1.116| 65.911| 18.359| 2.100|
| 2.110| 4085.7| 3986.0| 65.989|-6.E-10| 1.121| 65.908| 18.300| 2.110|
| 2.120| 4107.9| 4007.7| 65.989|-6.E-10| 1.126| 65.905| 18.242| 2.120|
| 2.130| 4130.1| 4029.3| 65.988|-6.E-10| 1.132| 65.902| 18.184| 2.130|
| 2.140| 4152.3| 4051.0| 65.988|-6.E-10| 1.137| 65.899| 18.127| 2.140|
| 2.150| 4174.5| 4072.7| 65.987|-5.E-10| 1.142| 65.896| 18.071| 2.150|
| 2.160| 4196.8| 4094.4| 65.987|-4.E-10| 1.148| 65.893| 18.015| 2.160|
| 2.170| 4219.0| 4116.1| 65.986|-4.E-10| 1.153| 65.890| 17.960| 2.170|
| 2.180| 4241.3| 4137.9| 65.986|-3.E-10| 1.159| 65.887| 17.906| 2.180|
| 2.190| 4263.6| 4159.6| 65.985|-2.E-10| 1.164| 65.884| 17.852| 2.190|
| 2.200| 4286.0| 4181.4| 65.985|-2.E-10| 1.169| 65.881| 17.798| 2.200|
| 2.210| 4308.3| 4203.2| 65.984|-1.E-10| 1.175| 65.877| 17.745| 2.210|
| 2.220| 4330.7| 4225.0| 65.983|9.5E-12| 1.180| 65.874| 17.693| 2.220|
| 2.230| 4353.0| 4246.9| 65.983|9.5E-12| 1.185| 65.871| 17.641| 2.230|
| 2.240| 4375.4| 4268.7| 65.982|9.5E-12| 1.191| 65.868| 17.590| 2.240|
| 2.250| 4397.8| 4290.6| 65.982|8.4E-11| 1.196| 65.865| 17.539| 2.250|
| 2.260| 4420.3| 4312.5| 65.981|-1.E-11| 1.201| 65.861| 17.489| 2.260|
| 2.270| 4442.7| 4334.4| 65.981|-1.E-11| 1.207| 65.858| 17.439| 2.270|
| 2.280| 4465.2| 4356.3| 65.980|2.5E-11| 1.212| 65.855| 17.390| 2.280|
| 2.290| 4487.7| 4378.2| 65.979|2.5E-11| 1.218| 65.852| 17.341| 2.290|
| 2.300| 4510.2| 4400.1| 65.979|2.5E-11| 1.223| 65.848| 17.293| 2.300|
| 2.310| 4532.7| 4422.1| 65.978|2.5E-11| 1.228| 65.845| 17.245| 2.310|
| 2.320| 4555.2| 4444.1| 65.977|2.5E-11| 1.234| 65.842| 17.198| 2.320|
| 2.330| 4577.7| 4466.1| 65.977|2.5E-11| 1.239| 65.838| 17.151| 2.330|
| 2.340| 4600.3| 4488.1| 65.976|2.4E-11| 1.244| 65.834| 17.104| 2.340|
| 2.350| 4622.9| 4510.1| 65.975|2.4E-11| 1.250| 65.831| 17.059| 2.350|
| 2.360| 4645.5| 4532.2| 65.975|2.4E-11| 1.255| 65.827| 17.013| 2.360|
| 2.370| 4668.1| 4554.3| 65.974|2.4E-11| 1.261| 65.823| 16.968| 2.370|
| 2.380| 4690.7| 4576.3| 65.973|3.2E-11| 1.266| 65.819| 16.924| 2.380|
| 2.390| 4713.4| 4598.4| 65.972|3.2E-11| 1.271| 65.816| 16.879| 2.390|
| 2.400| 4736.1| 4620.5| 65.972|3.2E-11| 1.277| 65.812| 16.836| 2.400|
| 2.410| 4758.7| 4642.7| 65.971|3.1E-11| 1.282| 65.808| 16.792| 2.410|
| 2.420| 4781.4| 4664.8| 65.970|3.1E-11| 1.288| 65.803| 16.750| 2.420|
| 2.430| 4804.2| 4687.0| 65.969|3.8E-11| 1.293| 65.799| 16.707| 2.430|
| 2.440| 4826.9| 4709.2| 65.968|3.8E-11| 1.298| 65.795| 16.663| 2.440|
| 2.450| 4849.6| 4731.4| 65.968|3.8E-11| 1.304| 65.790| 16.617| 2.450|
| 2.460| 4872.4| 4753.6| 65.967|3.8E-11| 1.309| 65.785| 16.571| 2.460|
| 2.470| 4895.2| 4775.8| 65.966|3.8E-11| 1.314| 65.781| 16.525| 2.470|
| 2.480| 4918.0| 4798.0| 65.965|3.7E-11| 1.320| 65.776| 16.480| 2.480|
| 2.490| 4940.8| 4820.3| 65.964|3.7E-11| 1.325| 65.771| 16.435| 2.490|
| 2.500| 4963.6| 4842.6| 65.963|3.7E-11| 1.331| 65.766| 16.390| 2.500|
| 2.510| 4986.5| 4864.8| 65.962|3.7E-11| 1.336| 65.761| 16.346| 2.510|
| 2.520| 5009.3| 4887.1| 65.961|3.7E-11| 1.341| 65.756| 16.301| 2.520|
| 2.530| 5032.2| 4909.4| 65.960|3.7E-11| 1.347| 65.751| 16.257| 2.530|
| 2.540| 5055.1| 4931.8| 65.959|3.7E-11| 1.352| 65.746| 16.213| 2.540|
| 2.550| 5077.9| 4954.1| 65.958|3.6E-11| 1.357| 65.741| 16.170| 2.550|
| 2.560| 5100.9| 4976.4| 65.958|3.6E-11| 1.363| 65.736| 16.126| 2.560|
| 2.570| 5123.8| 4998.8| 65.957|3.6E-11| 1.368| 65.731| 16.084| 2.570|
| 2.580| 5146.7| 5021.2| 65.955|3.6E-11| 1.374| 65.726| 16.041| 2.580|
| 2.590| 5169.7| 5043.6| 65.954|3.6E-11| 1.379| 65.721| 15.998| 2.590|
| 2.600| 5192.6| 5066.0| 65.953|3.6E-11| 1.384| 65.716| 15.956| 2.600|
| 2.610| 5215.6| 5088.4| 65.952|3.6E-11| 1.390| 65.711| 15.915| 2.610|
| 2.620| 5238.6| 5110.8| 65.951|3.5E-11| 1.395| 65.705| 15.873| 2.620|
| 2.630| 5261.6| 5133.3| 65.950|3.5E-11| 1.400| 65.700| 15.832| 2.630|
| 2.640| 5284.6| 5155.7| 65.949|-9.E-14| 1.406| 65.695| 15.791| 2.640|
| 2.650| 5307.7| 5178.2| 65.948|-9.E-14| 1.411| 65.690| 15.751| 2.650|
| 2.660| 5330.7| 5200.7| 65.947|-9.E-14| 1.417| 65.684| 15.711| 2.660|
| 2.670| 5353.8| 5223.2| 65.946|-9.E-14| 1.422| 65.679| 15.671| 2.670|
+------+--------+--------+-------+-------+-------+-------+-------+------+

13 Supplementum Page 243
+-----------------------------------------------------------------------+
| HYDROSTATIC TABLES |
+-----------------------------------------------------------------------+
| | | | | | | | | |
|T AP | Dis.SW | Dis.FW | LCB | TCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.f.CL |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+-------+------+
| 2.680| 5376.8| 5245.7| 65.945|-9.E-14| 1.427| 65.674| 15.631| 2.680|
| 2.690| 5399.9| 5268.2| 65.943|-9.E-14| 1.433| 65.668| 15.592| 2.690|
| 2.700| 5423.0| 5290.7| 65.942|-9.E-14| 1.438| 65.663| 15.553| 2.700|
| 2.710| 5446.1| 5313.3| 65.941|-9.E-14| 1.443| 65.658| 15.514| 2.710|
| 2.720| 5469.2| 5335.8| 65.940|-9.E-14| 1.449| 65.652| 15.476| 2.720|
| 2.730| 5492.4| 5358.4| 65.939|-9.E-14| 1.454| 65.647| 15.438| 2.730|
| 2.740| 5515.5| 5381.0| 65.937|-9.E-14| 1.460| 65.641| 15.400| 2.740|
| 2.750| 5538.7| 5403.6| 65.936|-9.E-14| 1.465| 65.635| 15.363| 2.750|
| 2.760| 5561.9| 5426.2| 65.935|-9.E-14| 1.470| 65.629| 15.326| 2.760|
| 2.770| 5585.1| 5448.8| 65.934|-9.E-14| 1.476| 65.623| 15.289| 2.770|
| 2.780| 5608.3| 5471.5| 65.932|-8.E-14| 1.481| 65.617| 15.253| 2.780|
| 2.790| 5631.5| 5494.1| 65.931|-8.E-14| 1.486| 65.611| 15.216| 2.790|
| 2.800| 5654.7| 5516.8| 65.930|-8.E-14| 1.492| 65.605| 15.181| 2.800|
| 2.810| 5678.0| 5539.5| 65.928|-8.E-14| 1.497| 65.598| 15.145| 2.810|
| 2.820| 5701.2| 5562.2| 65.927|-8.E-14| 1.503| 65.592| 15.110| 2.820|
| 2.830| 5724.5| 5584.9| 65.926|-8.E-14| 1.508| 65.586| 15.075| 2.830|
| 2.840| 5747.8| 5607.6| 65.924|-8.E-14| 1.513| 65.580| 15.040| 2.840|
| 2.850| 5771.1| 5630.3| 65.923|-8.E-14| 1.519| 65.573| 15.006| 2.850|
| 2.860| 5794.4| 5653.0| 65.921|-8.E-14| 1.524| 65.567| 14.971| 2.860|
| 2.870| 5817.7| 5675.8| 65.920|-8.E-14| 1.529| 65.560| 14.937| 2.870|
| 2.880| 5841.0| 5698.6| 65.918|-8.E-14| 1.535| 65.554| 14.904| 2.880|
| 2.890| 5864.4| 5721.3| 65.917|-8.E-14| 1.540| 65.547| 14.870| 2.890|
| 2.900| 5887.7| 5744.1| 65.916|-8.E-14| 1.546| 65.541| 14.837| 2.900|
| 2.910| 5911.1| 5766.9| 65.914|-8.E-14| 1.551| 65.534| 14.805| 2.910|
| 2.920| 5934.5| 5789.7| 65.913|-8.E-14| 1.556| 65.528| 14.772| 2.920|
| 2.930| 5957.9| 5812.6| 65.911|-8.E-14| 1.562| 65.521| 14.740| 2.930|
| 2.940| 5981.3| 5835.4| 65.909|-8.E-14| 1.567| 65.515| 14.708| 2.940|
| 2.950| 6004.7| 5858.3| 65.908|-8.E-14| 1.572| 65.508| 14.676| 2.950|
| 2.960| 6028.2| 5881.1| 65.906|-8.E-14| 1.578| 65.501| 14.644| 2.960|
| 2.970| 6051.6| 5904.0| 65.905|-8.E-14| 1.583| 65.495| 14.613| 2.970|
| 2.980| 6075.1| 5926.9| 65.903|-8.E-14| 1.589| 65.488| 14.582| 2.980|
| 2.990| 6098.5| 5949.8| 65.902|-8.E-14| 1.594| 65.482| 14.551| 2.990|
| 3.000| 6122.0| 5972.7| 65.900|-8.E-14| 1.599| 65.474| 14.521| 3.000|
| 3.010| 6145.5| 5995.6| 65.898|-8.E-14| 1.605| 65.467| 14.490| 3.010|
| 3.020| 6169.0| 6018.6| 65.897|-8.E-14| 1.610| 65.459| 14.460| 3.020|
| 3.030| 6192.6| 6041.5| 65.895|-8.E-14| 1.615| 65.452| 14.431| 3.030|
| 3.040| 6216.1| 6064.5| 65.893|-8.E-14| 1.621| 65.444| 14.401| 3.040|
| 3.050| 6239.7| 6087.5| 65.892|-8.E-14| 1.626| 65.436| 14.372| 3.050|
| 3.060| 6263.2| 6110.5| 65.890|-8.E-14| 1.632| 65.429| 14.343| 3.060|
| 3.070| 6286.8| 6133.5| 65.888|-8.E-14| 1.637| 65.421| 14.314| 3.070|
| 3.080| 6310.4| 6156.5| 65.886|-7.E-14| 1.642| 65.414| 14.285| 3.080|
| 3.090| 6334.0| 6179.5| 65.885|-7.E-14| 1.648| 65.406| 14.257| 3.090|
| 3.100| 6357.6| 6202.6| 65.883|-7.E-14| 1.653| 65.399| 14.229| 3.100|
| 3.110| 6381.3| 6225.6| 65.881|-7.E-14| 1.658| 65.391| 14.201| 3.110|
| 3.120| 6404.9| 6248.7| 65.879|-7.E-14| 1.664| 65.384| 14.173| 3.120|
| 3.130| 6428.6| 6271.8| 65.877|-7.E-14| 1.669| 65.376| 14.146| 3.130|
| 3.140| 6452.2| 6294.9| 65.875|-7.E-14| 1.675| 65.369| 14.118| 3.140|
| 3.150| 6475.9| 6318.0| 65.874|-7.E-14| 1.680| 65.361| 14.091| 3.150|
| 3.160| 6499.6| 6341.1| 65.872|-7.E-14| 1.685| 65.354| 14.064| 3.160|
| 3.170| 6523.3| 6364.2| 65.870|-7.E-14| 1.691| 65.346| 14.038| 3.170|
| 3.180| 6547.0| 6387.4| 65.868|-7.E-14| 1.696| 65.339| 14.011| 3.180|
| 3.190| 6570.8| 6410.5| 65.866|-7.E-14| 1.702| 65.331| 13.985| 3.190|
| 3.200| 6594.5| 6433.7| 65.864|-7.E-14| 1.707| 65.323| 13.959| 3.200|
| 3.210| 6618.3| 6456.9| 65.862|-7.E-14| 1.712| 65.314| 13.934| 3.210|
| 3.220| 6642.1| 6480.1| 65.860|-7.E-14| 1.718| 65.306| 13.908| 3.220|
| 3.230| 6665.8| 6503.3| 65.858|-7.E-14| 1.723| 65.298| 13.883| 3.230|
| 3.240| 6689.6| 6526.5| 65.856|-7.E-14| 1.728| 65.289| 13.858| 3.240|
| 3.250| 6713.5| 6549.7| 65.854|-7.E-14| 1.734| 65.281| 13.833| 3.250|
| 3.260| 6737.3| 6573.0| 65.852|-7.E-14| 1.739| 65.273| 13.808| 3.260|
| 3.270| 6761.1| 6596.2| 65.850|-7.E-14| 1.745| 65.264| 13.784| 3.270|
| 3.280| 6785.0| 6619.5| 65.848|-7.E-14| 1.750| 65.256| 13.759| 3.280|
| 3.290| 6808.8| 6642.8| 65.846|-7.E-14| 1.755| 65.248| 13.735| 3.290|
| 3.300| 6832.7| 6666.1| 65.844|-7.E-14| 1.761| 65.239| 13.711| 3.300|
| 3.310| 6856.6| 6689.4| 65.842|-7.E-14| 1.766| 65.231| 13.688| 3.310|
| 3.320| 6880.5| 6712.7| 65.839|-7.E-14| 1.771| 65.222| 13.664| 3.320|
| 3.330| 6904.4| 6736.0| 65.837|-7.E-14| 1.777| 65.214| 13.641| 3.330|
| 3.340| 6928.4| 6759.4| 65.835|-7.E-14| 1.782| 65.205| 13.618| 3.340|
| 3.350| 6952.3| 6782.8| 65.833|-7.E-14| 1.788| 65.195| 13.595| 3.350|
| 3.360| 6976.3| 6806.1| 65.831|-7.E-14| 1.793| 65.186| 13.572| 3.360|
| 3.370| 7000.3| 6829.5| 65.829|-7.E-14| 1.798| 65.177| 13.550| 3.370|
| 3.380| 7024.3| 6852.9| 65.826|-7.E-14| 1.804| 65.168| 13.527| 3.380|
| 3.390| 7048.3| 6876.3| 65.824|-7.E-14| 1.809| 65.159| 13.505| 3.390|
| 3.400| 7072.3| 6899.8| 65.822|-7.E-14| 1.815| 65.149| 13.483| 3.400|
| 3.410| 7096.3| 6923.2| 65.819|-7.E-14| 1.820| 65.140| 13.461| 3.410|
| 3.420| 7120.3| 6946.7| 65.817|-7.E-14| 1.825| 65.131| 13.440| 3.420|
| 3.430| 7144.4| 6970.1| 65.815|-7.E-14| 1.831| 65.122| 13.418| 3.430|
| 3.440| 7168.5| 6993.6| 65.813|-7.E-14| 1.836| 65.113| 13.397| 3.440|
| 3.450| 7192.5| 7017.1| 65.810|-7.E-14| 1.841| 65.103| 13.376| 3.450|
+------+--------+--------+-------+-------+-------+-------+-------+------+

13 Supplementum Page 244
+-----------------------------------------------------------------------+
| HYDROSTATIC TABLES |
+-----------------------------------------------------------------------+
| | | | | | | | | |
|T AP | Dis.SW | Dis.FW | LCB | TCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.f.CL |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+-------+------+
| 3.460| 7216.6| 7040.6| 65.808|-7.E-14| 1.847| 65.093| 13.355| 3.460|
| 3.470| 7240.8| 7064.2| 65.805|-6.E-14| 1.852| 65.083| 13.334| 3.470|
| 3.480| 7264.9| 7087.7| 65.803|-6.E-14| 1.858| 65.073| 13.314| 3.480|
| 3.490| 7289.0| 7111.2| 65.801|-6.E-14| 1.863| 65.062| 13.293| 3.490|
| 3.500| 7313.2| 7134.8| 65.798|-6.E-14| 1.868| 65.052| 13.273| 3.500|
| 3.510| 7337.3| 7158.4| 65.796|-6.E-14| 1.874| 65.042| 13.253| 3.510|
| 3.520| 7361.5| 7182.0| 65.793|-6.E-14| 1.879| 65.032| 13.233| 3.520|
| 3.530| 7385.7| 7205.6| 65.791|-6.E-14| 1.885| 65.021| 13.213| 3.530|
| 3.540| 7409.9| 7229.2| 65.788|-6.E-14| 1.890| 65.011| 13.194| 3.540|
| 3.550| 7434.1| 7252.8| 65.786|-6.E-14| 1.895| 65.000| 13.175| 3.550|
| 3.560| 7458.4| 7276.5| 65.783|-6.E-14| 1.901| 64.990| 13.155| 3.560|
| 3.570| 7482.6| 7300.1| 65.780|-6.E-14| 1.906| 64.979| 13.136| 3.570|
| 3.580| 7506.9| 7323.8| 65.778|-6.E-14| 1.912| 64.969| 13.118| 3.580|
| 3.590| 7531.2| 7347.5| 65.775|-6.E-14| 1.917| 64.959| 13.099| 3.590|
| 3.600| 7555.5| 7371.2| 65.773|-6.E-14| 1.922| 64.948| 13.080| 3.600|
| 3.610| 7579.8| 7394.9| 65.770|-6.E-14| 1.928| 64.938| 13.062| 3.610|
| 3.620| 7604.1| 7418.6| 65.767|-6.E-14| 1.933| 64.927| 13.044| 3.620|
| 3.630| 7628.4| 7442.4| 65.764|-6.E-14| 1.939| 64.916| 13.026| 3.630|
| 3.640| 7652.8| 7466.1| 65.762|-6.E-14| 1.944| 64.906| 13.008| 3.640|
| 3.650| 7677.1| 7489.9| 65.759|-6.E-14| 1.949| 64.896| 12.990| 3.650|
| 3.660| 7701.5| 7513.7| 65.756|-6.E-14| 1.955| 64.885| 12.972| 3.660|
| 3.670| 7725.9| 7537.5| 65.754|-6.E-14| 1.960| 64.875| 12.955| 3.670|
| 3.680| 7750.3| 7561.3| 65.751|-6.E-14| 1.966| 64.864| 12.937| 3.680|
| 3.690| 7774.7| 7585.1| 65.748|-6.E-14| 1.971| 64.854| 12.920| 3.690|
| 3.700| 7799.2| 7608.9| 65.745|-6.E-14| 1.976| 64.843| 12.903| 3.700|
| 3.710| 7823.6| 7632.8| 65.742|-6.E-14| 1.982| 64.832| 12.886| 3.710|
| 3.720| 7848.1| 7656.7| 65.739|-6.E-14| 1.987| 64.821| 12.870| 3.720|
| 3.730| 7872.5| 7680.5| 65.737|-6.E-14| 1.993| 64.810| 12.853| 3.730|
| 3.740| 7897.0| 7704.4| 65.734|-6.E-14| 1.998| 64.800| 12.837| 3.740|
| 3.750| 7921.5| 7728.3| 65.731|-6.E-14| 2.003| 64.788| 12.820| 3.750|
| 3.760| 7946.1| 7752.3| 65.728|-6.E-14| 2.009| 64.777| 12.804| 3.760|
| 3.770| 7970.6| 7776.2| 65.725|-6.E-14| 2.014| 64.766| 12.788| 3.770|
| 3.780| 7995.2| 7800.2| 65.722|-6.E-14| 2.020| 64.755| 12.772| 3.780|
| 3.790| 8019.7| 7824.1| 65.719|-6.E-14| 2.025| 64.744| 12.757| 3.790|
| 3.800| 8044.3| 7848.1| 65.716|-6.E-14| 2.030| 64.733| 12.741| 3.800|
| 3.810| 8068.9| 7872.1| 65.713|-6.E-14| 2.036| 64.721| 12.726| 3.810|
| 3.820| 8093.5| 7896.1| 65.710|-6.E-14| 2.041| 64.709| 12.711| 3.820|
| 3.830| 8118.2| 7920.2| 65.707|-6.E-14| 2.047| 64.697| 12.696| 3.830|
| 3.840| 8142.8| 7944.2| 65.704|-6.E-14| 2.052| 64.685| 12.681| 3.840|
| 3.850| 8167.5| 7968.3| 65.701|-6.E-14| 2.057| 64.673| 12.666| 3.850|
| 3.860| 8192.1| 7992.3| 65.698|-6.E-14| 2.063| 64.660| 12.651| 3.860|
| 3.870| 8216.8| 8016.4| 65.694|-6.E-14| 2.068| 64.648| 12.637| 3.870|
| 3.880| 8241.5| 8040.5| 65.691|-6.E-14| 2.074| 64.635| 12.622| 3.880|
| 3.890| 8266.3| 8064.6| 65.688|-6.E-14| 2.079| 64.623| 12.608| 3.890|
| 3.900| 8291.0| 8088.8| 65.685|-6.E-14| 2.085| 64.610| 12.594| 3.900|
| 3.910| 8315.8| 8112.9| 65.682|-4.E-11| 2.090| 64.598| 12.580| 3.910|
| 3.920| 8340.5| 8137.1| 65.679|-4.E-11| 2.095| 64.586| 12.566| 3.920|
| 3.930| 8365.3| 8161.3| 65.675|1.0E-16| 2.101| 64.573| 12.552| 3.930|
| 3.940| 8390.1| 8185.5| 65.672|-7.E-17| 2.106| 64.561| 12.539| 3.940|
| 3.950| 8414.9| 8209.7| 65.669|-5.E-17| 2.112| 64.549| 12.525| 3.950|
| 3.960| 8439.8| 8233.9| 65.665|-1.E-15| 2.117| 64.536| 12.512| 3.960|
| 3.970| 8464.6| 8258.2| 65.662|-5.E-15| 2.122| 64.522| 12.499| 3.970|
| 3.980| 8489.5| 8282.4| 65.659|-8.E-15| 2.128| 64.509| 12.485| 3.980|
| 3.990| 8514.4| 8306.7| 65.655|-1.E-14| 2.133| 64.495| 12.472| 3.990|
| 4.000| 8539.3| 8331.0| 65.652|-1.E-14| 2.139| 64.482| 12.459| 4.000|
| 4.010| 8564.2| 8355.3| 65.648|-1.E-14| 2.144| 64.468| 12.447| 4.010|
| 4.020| 8589.1| 8379.6| 65.645|-1.E-14| 2.150| 64.455| 12.434| 4.020|
| 4.030| 8614.1| 8404.0| 65.642|-2.E-14| 2.155| 64.441| 12.421| 4.030|
| 4.040| 8639.0| 8428.3| 65.638|-2.E-14| 2.160| 64.428| 12.409| 4.040|
| 4.050| 8664.0| 8452.7| 65.635|-2.E-14| 2.166| 64.415| 12.397| 4.050|
| 4.060| 8689.0| 8477.1| 65.631|-2.E-14| 2.171| 64.402| 12.384| 4.060|
| 4.070| 8714.0| 8501.5| 65.628|-2.E-14| 2.177| 64.389| 12.372| 4.070|
| 4.080| 8739.0| 8525.9| 65.624|-3.E-14| 2.182| 64.376| 12.360| 4.080|
| 4.090| 8764.1| 8550.3| 65.620|-3.E-14| 2.188| 64.363| 12.348| 4.090|
| 4.100| 8789.1| 8574.8| 65.617|-3.E-14| 2.193| 64.349| 12.337| 4.100|
| 4.110| 8814.2| 8599.2| 65.613|-3.E-14| 2.199| 64.333| 12.325| 4.110|
| 4.120| 8839.3| 8623.7| 65.609|-3.E-14| 2.204| 64.318| 12.314| 4.120|
| 4.130| 8864.4| 8648.2| 65.606|-3.E-14| 2.209| 64.303| 12.303| 4.130|
| 4.140| 8889.5| 8672.7| 65.602|-3.E-14| 2.215| 64.287| 12.291| 4.140|
| 4.150| 8914.7| 8697.2| 65.598|-2.E-14| 2.220| 64.271| 12.280| 4.150|
| 4.160| 8939.8| 8721.8| 65.595|-1.E-14| 2.226| 64.254| 12.270| 4.160|
| 4.170| 8965.0| 8746.3| 65.591|-8.E-15| 2.231| 64.238| 12.259| 4.170|
| 4.180| 8990.2| 8770.9| 65.587|-1.E-15| 2.237| 64.222| 12.248| 4.180|
| 4.190| 9015.4| 8795.5| 65.583|6.1E-15| 2.242| 64.205| 12.238| 4.190|
| 4.200| 9040.6| 8820.1| 65.579|4.2E-14| 2.248| 64.189| 12.227| 4.200|
| 4.210| 9065.9| 8844.8| 65.575|5.3E-14| 2.253| 64.173| 12.217| 4.210|
| 4.220| 9091.2| 8869.4| 65.572|6.3E-14| 2.258| 64.157| 12.206| 4.220|
| 4.230| 9116.4| 8894.1| 65.568|7.2E-14| 2.264| 64.141| 12.196| 4.230|
+------+--------+--------+-------+-------+-------+-------+-------+------+

13 Supplementum Page 245
+-----------------------------------------------------------------------+
| HYDROSTATIC TABLES |
+-----------------------------------------------------------------------+
| | | | | | | | | |
|T AP | Dis.SW | Dis.FW | LCB | TCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.f.CL |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+-------+------+
| 4.240| 9141.7| 8918.8| 65.564|8.1E-14| 2.269| 64.125| 12.186| 4.240|
| 4.250| 9167.1| 8943.5| 65.560|8.1E-14| 2.275| 64.109| 12.176| 4.250|
| 4.260| 9192.4| 8968.2| 65.556|8.0E-14| 2.280| 64.092| 12.166| 4.260|
| 4.270| 9217.8| 8992.9| 65.552|7.9E-14| 2.286| 64.075| 12.157| 4.270|
| 4.280| 9243.1| 9017.7| 65.547|7.8E-14| 2.291| 64.059| 12.147| 4.280|
| 4.290| 9268.5| 9042.5| 65.543|7.7E-14| 2.297| 64.043| 12.138| 4.290|
| 4.300| 9293.9| 9067.2| 65.539|7.5E-14| 2.302| 64.026| 12.128| 4.300|
| 4.310| 9319.3| 9092.0| 65.535|7.4E-14| 2.308| 64.009| 12.119| 4.310|
| 4.320| 9344.8| 9116.9| 65.531|7.2E-14| 2.313| 63.991| 12.110| 4.320|
| 4.330| 9370.2| 9141.7| 65.527|7.0E-14| 2.318| 63.973| 12.100| 4.330|
| 4.340| 9395.7| 9166.6| 65.522|1.2E-13| 2.324| 63.955| 12.091| 4.340|
| 4.350| 9421.2| 9191.4| 65.518|1.8E-13| 2.329| 63.937| 12.082| 4.350|
| 4.360| 9446.7| 9216.3| 65.514|2.4E-13| 2.335| 63.919| 12.074| 4.360|
| 4.370| 9472.3| 9241.2| 65.510|3.0E-13| 2.340| 63.900| 12.065| 4.370|
| 4.380| 9497.8| 9266.2| 65.505|3.6E-13| 2.346| 63.881| 12.056| 4.380|
| 4.390| 9523.4| 9291.1| 65.501|4.2E-13| 2.351| 63.861| 12.048| 4.390|
| 4.400| 9549.0| 9316.1| 65.496|4.9E-13| 2.357| 63.841| 12.040| 4.400|
| 4.410| 9574.6| 9341.1| 65.492|5.5E-13| 2.362| 63.822| 12.031| 4.410|
| 4.420| 9600.2| 9366.1| 65.488|6.2E-13| 2.368| 63.802| 12.023| 4.420|
| 4.430| 9625.9| 9391.1| 65.483|6.9E-13| 2.373| 63.782| 12.015| 4.430|
| 4.440| 9651.5| 9416.1| 65.478|7.5E-13| 2.379| 63.763| 12.007| 4.440|
| 4.450| 9677.2| 9441.2| 65.474|8.2E-13| 2.384| 63.743| 11.999| 4.450|
| 4.460| 9702.9| 9466.2| 65.469|8.9E-13| 2.390| 63.723| 11.992| 4.460|
| 4.470| 9728.6| 9491.3| 65.465|9.6E-13| 2.395| 63.703| 11.984| 4.470|
| 4.480| 9754.4| 9516.5| 65.460|9.7E-13| 2.401| 63.684| 11.976| 4.480|
| 4.490| 9780.1| 9541.6| 65.455|1.0E-12| 2.406| 63.664| 11.968| 4.490|
| 4.500| 9805.9| 9566.7| 65.451|1.1E-12| 2.412| 63.644| 11.960| 4.500|
| 4.510| 9831.7| 9591.9| 65.446|1.2E-12| 2.417| 63.624| 11.953| 4.510|
| 4.520| 9857.5| 9617.1| 65.441|1.2E-12| 2.423| 63.604| 11.945| 4.520|
| 4.530| 9883.4| 9642.3| 65.436|1.3E-12| 2.428| 63.584| 11.938| 4.530|
| 4.540| 9909.2| 9667.5| 65.431|1.4E-12| 2.434| 63.563| 11.930| 4.540|
| 4.550| 9935.1| 9692.8| 65.426|1.5E-12| 2.439| 63.542| 11.923| 4.550|
| 4.560| 9961.0| 9718.1| 65.421|1.6E-12| 2.445| 63.521| 11.916| 4.560|
| 4.570| 9986.9| 9743.4| 65.417|1.7E-12| 2.450| 63.499| 11.909| 4.570|
| 4.580| 10012.9| 9768.7| 65.412|1.9E-12| 2.456| 63.478| 11.902| 4.580|
| 4.590| 10038.8| 9794.0| 65.406|2.0E-12| 2.461| 63.457| 11.895| 4.590|
| 4.600| 10064.8| 9819.3| 65.401|2.2E-12| 2.467| 63.436| 11.888| 4.600|
| 4.610| 10090.8| 9844.7| 65.396|2.3E-12| 2.472| 63.413| 11.881| 4.610|
| 4.620| 10116.9| 9870.1| 65.391|2.5E-12| 2.478| 63.392| 11.874| 4.620|
| 4.630| 10142.9| 9895.5| 65.386|2.7E-12| 2.483| 63.370| 11.868| 4.630|
| 4.640| 10169.0| 9921.0| 65.381|2.8E-12| 2.489| 63.348| 11.861| 4.640|
| 4.650| 10195.1| 9946.4| 65.376|3.0E-12| 2.494| 63.326| 11.855| 4.650|
| 4.660| 10221.2| 9971.9| 65.370|3.1E-12| 2.500| 63.305| 11.848| 4.660|
| 4.670| 10247.3| 9997.4| 65.365|3.3E-12| 2.505| 63.284| 11.842| 4.670|
| 4.680| 10273.5| 10022.9| 65.360|3.5E-12| 2.511| 63.263| 11.836| 4.680|
| 4.690| 10299.6| 10048.4| 65.354|3.7E-12| 2.516| 63.241| 11.829| 4.690|
| 4.700| 10325.8| 10074.0| 65.349|3.9E-12| 2.522| 63.219| 11.823| 4.700|
| 4.710| 10352.1| 10099.6| 65.344|4.1E-12| 2.527| 63.196| 11.817| 4.710|
| 4.720| 10378.3| 10125.2| 65.338|4.3E-12| 2.533| 63.173| 11.812| 4.720|
| 4.730| 10404.6| 10150.8| 65.333|4.5E-12| 2.538| 63.149| 11.806| 4.730|
| 4.740| 10430.9| 10176.5| 65.327|4.7E-12| 2.544| 63.123| 11.800| 4.740|
| 4.750| 10457.2| 10202.1| 65.322|4.9E-12| 2.550| 63.098| 11.795| 4.750|
| 4.760| 10483.5| 10227.8| 65.316|5.1E-12| 2.555| 63.073| 11.790| 4.760|
| 4.770| 10509.9| 10253.5| 65.310|5.4E-12| 2.561| 63.048| 11.784| 4.770|
| 4.780| 10536.3| 10279.3| 65.305|5.6E-12| 2.566| 63.022| 11.779| 4.780|
| 4.790| 10562.7| 10305.0| 65.299|5.9E-12| 2.572| 62.998| 11.774| 4.790|
| 4.800| 10589.1| 10330.8| 65.293|6.2E-12| 2.577| 62.973| 11.769| 4.800|
| 4.810| 10615.6| 10356.6| 65.287|6.5E-12| 2.583| 62.949| 11.764| 4.810|
| 4.820| 10642.1| 10382.5| 65.281|6.8E-12| 2.588| 62.924| 11.759| 4.820|
| 4.830| 10668.6| 10408.3| 65.276|7.0E-12| 2.594| 62.899| 11.755| 4.830|
| 4.840| 10695.1| 10434.2| 65.270|7.3E-12| 2.599| 62.873| 11.750| 4.840|
| 4.850| 10721.6| 10460.1| 65.264|7.6E-12| 2.605| 62.847| 11.746| 4.850|
| 4.860| 10748.2| 10486.1| 65.258|7.9E-12| 2.611| 62.822| 11.742| 4.860|
| 4.870| 10774.8| 10512.0| 65.252|8.2E-12| 2.616| 62.796| 11.737| 4.870|
| 4.880| 10801.5| 10538.0| 65.245|8.5E-12| 2.622| 62.770| 11.733| 4.880|
| 4.890| 10828.1| 10564.0| 65.239|8.9E-12| 2.627| 62.744| 11.729| 4.890|
| 4.900| 10854.8| 10590.1| 65.233|9.2E-12| 2.633| 62.718| 11.726| 4.900|
| 4.910| 10881.5| 10616.1| 65.227|9.6E-12| 2.638| 62.692| 11.722| 4.910|
| 4.920| 10908.3| 10642.2| 65.221|1.0E-11| 2.644| 62.666| 11.719| 4.920|
| 4.930| 10935.0| 10668.3| 65.214|1.0E-11| 2.650| 62.639| 11.715| 4.930|
| 4.940| 10961.8| 10694.5| 65.208|1.0E-11| 2.655| 62.612| 11.712| 4.940|
| 4.950| 10988.6| 10720.6| 65.202|1.1E-11| 2.661| 62.585| 11.709| 4.950|
| 4.960| 11015.5| 10746.8| 65.195|1.1E-11| 2.666| 62.558| 11.706| 4.960|
| 4.970| 11042.3| 10773.0| 65.189|1.1E-11| 2.672| 62.530| 11.703| 4.970|
| 4.980| 11069.2| 10799.3| 65.182|1.2E-11| 2.678| 62.500| 11.700| 4.980|
| 4.990| 11096.2| 10825.5| 65.176|1.2E-11| 2.683| 62.470| 11.697| 4.990|
| 5.000| 11123.1| 10851.8| 65.169|1.2E-11| 2.689| 62.441| 11.695| 5.000|
| 5.010| 11150.1| 10878.1| 65.163|6.6E-12| 2.694| 62.411| 11.692| 5.010|
+------+--------+--------+-------+-------+-------+-------+-------+------+

13 Supplementum Page 246
+-----------------------------------------------------------------------+
| HYDROSTATIC TABLES |
+-----------------------------------------------------------------------+
| | | | | | | | | |
|T AP | Dis.SW | Dis.FW | LCB | TCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.f.CL |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+-------+------+
| 5.020| 11177.1| 10904.5| 65.156|6.9E-12| 2.700| 62.381| 11.690| 5.020|
| 5.030| 11204.2| 10930.9| 65.149|7.1E-12| 2.706| 62.351| 11.687| 5.030|
| 5.040| 11231.2| 10957.3| 65.142|7.3E-12| 2.711| 62.318| 11.685| 5.040|
| 5.050| 11258.3| 10983.7| 65.136|7.6E-12| 2.717| 62.284| 11.683| 5.050|
| 5.060| 11285.4| 11010.2| 65.129|7.8E-12| 2.722| 62.251| 11.681| 5.060|
| 5.070| 11312.6| 11036.7| 65.122|8.0E-12| 2.728| 62.215| 11.679| 5.070|
| 5.080| 11339.8| 11063.2| 65.115|8.3E-12| 2.734| 62.180| 11.678| 5.080|
| 5.090| 11367.0| 11089.8| 65.108|8.5E-12| 2.739| 62.144| 11.676| 5.090|
| 5.100| 11394.3| 11116.4| 65.101|8.8E-12| 2.745| 62.109| 11.675| 5.100|
| 5.110| 11421.6| 11143.0| 65.093|9.0E-12| 2.751| 62.074| 11.674| 5.110|
| 5.120| 11448.9| 11169.6| 65.086|9.2E-12| 2.756| 62.038| 11.673| 5.120|
| 5.130| 11476.2| 11196.3| 65.079|2.6E-12| 2.762| 62.002| 11.672| 5.130|
| 5.140| 11503.6| 11223.0| 65.072|2.7E-12| 2.768| 61.966| 11.671| 5.140|
| 5.150| 11531.0| 11249.8| 65.064|2.8E-12| 2.773| 61.929| 11.671| 5.150|
| 5.160| 11558.5| 11276.5| 65.057|2.8E-12| 2.779| 61.893| 11.670| 5.160|
| 5.170| 11585.9| 11303.4| 65.049|2.9E-12| 2.785| 61.856| 11.669| 5.170|
| 5.180| 11613.5| 11330.2| 65.041|3.0E-12| 2.790| 61.820| 11.669| 5.180|
| 5.190| 11641.0| 11357.1| 65.034|3.0E-12| 2.796| 61.783| 11.669| 5.190|
| 5.200| 11668.6| 11384.0| 65.026|3.1E-12| 2.802| 61.745| 11.669| 5.200|
| 5.210| 11696.2| 11410.9| 65.018|3.2E-12| 2.807| 61.707| 11.669| 5.210|
| 5.220| 11723.8| 11437.9| 65.010|3.2E-12| 2.813| 61.669| 11.670| 5.220|
| 5.230| 11751.5| 11464.9| 65.003|3.3E-12| 2.819| 61.631| 11.670| 5.230|
| 5.240| 11779.2| 11491.9| 64.995|3.4E-12| 2.824| 61.594| 11.671| 5.240|
| 5.250| 11807.0| 11519.0| 64.987|-5.E-13| 2.830| 61.556| 11.671| 5.250|
| 5.260| 11834.7| 11546.1| 64.978|-6.E-13| 2.836| 61.518| 11.672| 5.260|
| 5.270| 11862.6| 11573.2| 64.970|-7.E-13| 2.841| 61.479| 11.673| 5.270|
| 5.280| 11890.4| 11600.4| 64.962|-7.E-13| 2.847| 61.441| 11.675| 5.280|
| 5.290| 11918.3| 11627.6| 64.954|-4.E-12| 2.853| 61.402| 11.676| 5.290|
| 5.300| 11946.2| 11654.8| 64.945|-4.E-12| 2.858| 61.362| 11.678| 5.300|
| 5.310| 11974.2| 11682.1| 64.937|-4.E-12| 2.864| 61.324| 11.679| 5.310|
| 5.320| 12002.2| 11709.4| 64.929|-4.E-12| 2.870| 61.285| 11.681| 5.320|
| 5.330| 12030.2| 11736.8| 64.920|-6.E-13| 2.876| 61.246| 11.683| 5.330|
| 5.340| 12058.2| 11764.1| 64.911|-6.E-13| 2.881| 61.207| 11.685| 5.340|
| 5.350| 12086.3| 11791.5| 64.903|-6.E-13| 2.887| 61.167| 11.687| 5.350|
| 5.360| 12114.5| 11819.0| 64.894|-7.E-13| 2.893| 61.127| 11.690| 5.360|
| 5.370| 12142.6| 11846.5| 64.885|-7.E-13| 2.898| 61.087| 11.693| 5.370|
| 5.380| 12170.8| 11874.0| 64.876|-7.E-13| 2.904| 61.048| 11.695| 5.380|
| 5.390| 12199.1| 11901.5| 64.868|-8.E-13| 2.910| 61.010| 11.698| 5.390|
| 5.400| 12227.4| 11929.1| 64.859|-8.E-13| 2.916| 60.971| 11.701| 5.400|
| 5.410| 12255.7| 11956.8| 64.850|1.9E-13| 2.921| 60.933| 11.705| 5.410|
| 5.420| 12284.0| 11984.4| 64.841|2.1E-14| 2.927| 60.895| 11.708| 5.420|
| 5.430| 12312.4| 12012.1| 64.831|5.3E-14| 2.933| 60.858| 11.712| 5.430|
| 5.440| 12340.8| 12039.8| 64.822|8.6E-14| 2.939| 60.821| 11.715| 5.440|
| 5.450| 12369.3| 12067.6| 64.813|1.1E-13| 2.945| 60.784| 11.719| 5.450|
| 5.460| 12397.8| 12095.4| 64.804|1.5E-13| 2.950| 60.748| 11.723| 5.460|
| 5.470| 12426.4| 12123.3| 64.794|1.8E-13| 2.956| 60.711| 11.727| 5.470|
| 5.480| 12454.9| 12151.2| 64.785|2.1E-13| 2.962| 60.674| 11.732| 5.480|
| 5.490| 12483.6| 12179.1| 64.775|2.5E-13| 2.968| 60.637| 11.736| 5.490|
| 5.500| 12512.2| 12207.0| 64.766|2.8E-13| 2.973| 60.600| 11.741| 5.500|
| 5.510| 12540.9| 12235.0| 64.756|3.1E-13| 2.979| 60.564| 11.745| 5.510|
| 5.520| 12569.7| 12263.1| 64.747|3.5E-13| 2.985| 60.527| 11.750| 5.520|
| 5.530| 12598.4| 12291.1| 64.737|3.8E-13| 2.991| 60.491| 11.755| 5.530|
| 5.540| 12627.2| 12319.3| 64.727|4.2E-13| 2.997| 60.455| 11.760| 5.540|
| 5.550| 12656.1| 12347.4| 64.718|4.5E-13| 3.002| 60.419| 11.765| 5.550|
| 5.560| 12685.0| 12375.6| 64.708|4.9E-13| 3.008| 60.383| 11.771| 5.560|
| 5.570| 12713.9| 12403.8| 64.698|5.2E-13| 3.014| 60.347| 11.776| 5.570|
| 5.580| 12742.9| 12432.1| 64.688|5.6E-13| 3.020| 60.311| 11.782| 5.580|
| 5.590| 12771.9| 12460.4| 64.678|6.0E-13| 3.026| 60.276| 11.787| 5.590|
| 5.600| 12800.9| 12488.7| 64.668|6.3E-13| 3.032| 60.241| 11.793| 5.600|
| 5.610| 12830.0| 12517.1| 64.658|6.7E-13| 3.037| 60.207| 11.798| 5.610|
| 5.620| 12859.1| 12545.5| 64.648|7.0E-13| 3.043| 60.172| 11.804| 5.620|
| 5.630| 12888.3| 12573.9| 64.638|7.4E-13| 3.049| 60.137| 11.810| 5.630|
| 5.640| 12917.5| 12602.4| 64.627|7.8E-13| 3.055| 60.103| 11.816| 5.640|
| 5.650| 12946.7| 12630.9| 64.617|8.2E-13| 3.061| 60.068| 11.822| 5.650|
| 5.660| 12976.0| 12659.5| 64.607|8.5E-13| 3.067| 60.034| 11.829| 5.660|
| 5.670| 13005.3| 12688.1| 64.596|8.9E-13| 3.072| 59.999| 11.835| 5.670|
| 5.680| 13034.6| 12716.7| 64.586|9.3E-13| 3.078| 59.967| 11.842| 5.680|
| 5.690| 13064.0| 12745.4| 64.576|9.7E-13| 3.084| 59.935| 11.848| 5.690|
| 5.700| 13093.5| 12774.1| 64.565|1.0E-12| 3.090| 59.902| 11.854| 5.700|
| 5.710| 13122.9| 12802.9| 64.555|1.0E-12| 3.096| 59.870| 11.861| 5.710|
| 5.720| 13152.4| 12831.6| 64.544|1.0E-12| 3.102| 59.838| 11.867| 5.720|
| 5.730| 13182.0| 12860.5| 64.534|1.1E-12| 3.108| 59.806| 11.874| 5.730|
| 5.740| 13211.5| 12889.3| 64.523|1.1E-12| 3.114| 59.775| 11.881| 5.740|
| 5.750| 13241.2| 12918.2| 64.512|1.2E-12| 3.119| 59.744| 11.888| 5.750|
| 5.760| 13270.8| 12947.1| 64.502|1.2E-12| 3.125| 59.714| 11.895| 5.760|
| 5.770| 13300.5| 12976.1| 64.491|1.2E-12| 3.131| 59.680| 11.901| 5.770|
| 5.780| 13330.2| 13005.1| 64.480|1.3E-12| 3.137| 59.638| 11.908| 5.780|
| 5.790| 13360.0| 13034.1| 64.469|1.3E-12| 3.143| 59.598| 11.915| 5.790|
+------+--------+--------+-------+-------+-------+-------+-------+------+

13 Supplementum Page 247
+-----------------------------------------------------------------------+
| HYDROSTATIC TABLES |
+-----------------------------------------------------------------------+
| | | | | | | | | |
|T AP | Dis.SW | Dis.FW | LCB | TCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.f.CL |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+-------+------+
| 5.800| 13389.8| 13063.2| 64.458|1.4E-12| 3.149| 59.559| 11.922| 5.800|
| 5.810| 13419.7| 13092.4| 64.447|1.4E-12| 3.155| 59.519| 11.928| 5.810|
| 5.820| 13449.6| 13121.5| 64.436|1.4E-12| 3.161| 59.480| 11.935| 5.820|
| 5.830| 13479.5| 13150.7| 64.425|1.5E-12| 3.167| 59.442| 11.941| 5.830|
| 5.840| 13509.5| 13180.0| 64.414|1.5E-12| 3.173| 59.405| 11.948| 5.840|
| 5.850| 13539.5| 13209.3| 64.403|1.6E-12| 3.178| 59.368| 11.954| 5.850|
| 5.860| 13569.5| 13238.6| 64.392|1.6E-12| 3.184| 59.332| 11.960| 5.860|
| 5.870| 13599.6| 13267.9| 64.381|1.6E-12| 3.190| 59.297| 11.967| 5.870|
| 5.880| 13629.8| 13297.3| 64.369|1.7E-12| 3.196| 59.263| 11.973| 5.880|
| 5.890| 13660.0| 13326.8| 64.358|1.7E-12| 3.202| 59.229| 11.979| 5.890|
| 5.900| 13690.2| 13356.3| 64.347|1.8E-12| 3.208| 59.196| 11.985| 5.900|
| 5.910| 13720.4| 13385.8| 64.335|1.8E-12| 3.214| 59.165| 11.991| 5.910|
| 5.920| 13750.7| 13415.3| 64.324|1.8E-12| 3.220| 59.133| 11.997| 5.920|
| 5.930| 13781.0| 13444.9| 64.313|1.9E-12| 3.226| 59.103| 12.002| 5.930|
| 5.940| 13811.4| 13474.6| 64.301|1.9E-12| 3.232| 59.074| 12.008| 5.940|
| 5.950| 13841.8| 13504.2| 64.290|2.0E-12| 3.238| 59.046| 12.014| 5.950|
| 5.960| 13872.3| 13533.9| 64.278|2.0E-12| 3.244| 59.017| 12.020| 5.960|
| 5.970| 13902.7| 13563.7| 64.266|2.1E-12| 3.250| 58.989| 12.025| 5.970|
| 5.980| 13933.3| 13593.4| 64.255|2.1E-12| 3.256| 58.962| 12.031| 5.980|
| 5.990| 13963.8| 13623.2| 64.243|2.1E-12| 3.262| 58.935| 12.036| 5.990|
| 6.000| 13994.4| 13653.1| 64.232|2.2E-12| 3.268| 58.910| 12.041| 6.000|
| 6.010| 14025.0| 13683.0| 64.220|2.2E-12| 3.274| 58.885| 12.047| 6.010|
| 6.020| 14055.7| 13712.9| 64.208|2.3E-12| 3.280| 58.862| 12.052| 6.020|
| 6.030| 14086.4| 13742.8| 64.197|2.3E-12| 3.286| 58.839| 12.057| 6.030|
| 6.040| 14117.1| 13772.8| 64.185|2.4E-12| 3.292| 58.816| 12.063| 6.040|
| 6.050| 14147.9| 13802.8| 64.173|2.4E-12| 3.298| 58.795| 12.068| 6.050|
| 6.060| 14178.7| 13832.9| 64.162|2.5E-12| 3.304| 58.774| 12.073| 6.060|
| 6.070| 14209.5| 13862.9| 64.150|2.5E-12| 3.310| 58.753| 12.078| 6.070|
| 6.080| 14240.4| 13893.1| 64.138|2.5E-12| 3.316| 58.733| 12.083| 6.080|
| 6.090| 14271.3| 13923.2| 64.126|2.6E-12| 3.322| 58.713| 12.089| 6.090|
| 6.100| 14302.2| 13953.4| 64.115|2.6E-12| 3.328| 58.692| 12.094| 6.100|
| 6.110| 14333.2| 13983.6| 64.103|2.7E-12| 3.334| 58.672| 12.100| 6.110|
| 6.120| 14364.2| 14013.9| 64.091|2.7E-12| 3.340| 58.654| 12.105| 6.120|
| 6.130| 14395.2| 14044.1| 64.079|2.8E-12| 3.346| 58.635| 12.111| 6.130|
| 6.140| 14426.3| 14074.5| 64.068|2.8E-12| 3.352| 58.616| 12.117| 6.140|
| 6.150| 14457.4| 14104.8| 64.056|2.9E-12| 3.358| 58.598| 12.123| 6.150|
| 6.160| 14488.6| 14135.2| 64.044|2.9E-12| 3.364| 58.579| 12.129| 6.160|
| 6.170| 14519.7| 14165.6| 64.032|3.0E-12| 3.370| 58.561| 12.135| 6.170|
| 6.180| 14551.0| 14196.1| 64.021|3.0E-12| 3.376| 58.543| 12.141| 6.180|
| 6.190| 14582.2| 14226.5| 64.009|3.0E-12| 3.382| 58.525| 12.148| 6.190|
| 6.200| 14613.5| 14257.0| 63.997|3.1E-12| 3.388| 58.507| 12.154| 6.200|
| 6.210| 14644.8| 14287.6| 63.985|3.1E-12| 3.394| 58.489| 12.161| 6.210|
| 6.220| 14676.1| 14318.2| 63.974|3.2E-12| 3.400| 58.471| 12.168| 6.220|
| 6.230| 14707.5| 14348.8| 63.962|3.2E-12| 3.406| 58.454| 12.175| 6.230|
| 6.240| 14738.9| 14379.4| 63.950|3.3E-12| 3.412| 58.436| 12.182| 6.240|
| 6.250| 14770.4| 14410.1| 63.938|3.3E-12| 3.418| 58.418| 12.189| 6.250|
| 6.260| 14801.9| 14440.8| 63.927|3.4E-12| 3.424| 58.401| 12.197| 6.260|
| 6.270| 14833.4| 14471.6| 63.915|3.4E-12| 3.430| 58.384| 12.204| 6.270|
| 6.280| 14864.9| 14502.4| 63.903|3.5E-12| 3.436| 58.367| 12.212| 6.280|
| 6.290| 14896.5| 14533.2| 63.891|3.5E-12| 3.442| 58.350| 12.220| 6.290|
| 6.300| 14928.1| 14564.0| 63.880|3.6E-12| 3.448| 58.333| 12.228| 6.300|
| 6.310| 14959.8| 14594.9| 63.868|3.6E-12| 3.454| 58.316| 12.236| 6.310|
| 6.320| 14991.5| 14625.8| 63.856|3.7E-12| 3.460| 58.300| 12.244| 6.320|
| 6.330| 15023.2| 14656.8| 63.844|3.7E-12| 3.466| 58.282| 12.253| 6.330|
| 6.340| 15055.0| 14687.8| 63.833|3.8E-12| 3.472| 58.265| 12.262| 6.340|
| 6.350| 15086.7| 14718.8| 63.821|3.8E-12| 3.478| 58.248| 12.271| 6.350|
| 6.360| 15118.6| 14749.8| 63.809|3.8E-12| 3.484| 58.232| 12.280| 6.360|
| 6.370| 15150.4| 14780.9| 63.797|3.9E-12| 3.490| 58.215| 12.289| 6.370|
| 6.380| 15182.3| 14812.0| 63.786|3.9E-12| 3.497| 58.198| 12.298| 6.380|
| 6.390| 15214.3| 14843.2| 63.774|4.0E-12| 3.503| 58.182| 12.308| 6.390|
| 6.400| 15246.2| 14874.4| 63.762|4.0E-12| 3.509| 58.166| 12.317| 6.400|
| 6.410| 15278.2| 14905.6| 63.750|4.1E-12| 3.515| 58.150| 12.327| 6.410|
| 6.420| 15310.3| 14936.8| 63.739|4.1E-12| 3.521| 58.134| 12.337| 6.420|
| 6.430| 15342.3| 14968.1| 63.727|4.2E-12| 3.527| 58.119| 12.347| 6.430|
| 6.440| 15374.4| 14999.4| 63.715|4.2E-12| 3.533| 58.104| 12.357| 6.440|
| 6.450| 15406.6| 15030.8| 63.704|4.3E-12| 3.539| 58.089| 12.367| 6.450|
| 6.460| 15438.7| 15062.2| 63.692|4.3E-12| 3.545| 58.077| 12.377| 6.460|
| 6.470| 15470.9| 15093.6| 63.680|4.4E-12| 3.551| 58.065| 12.386| 6.470|
| 6.480| 15503.2| 15125.1| 63.668|4.4E-12| 3.557| 58.053| 12.396| 6.480|
| 6.490| 15535.5| 15156.5| 63.657|4.5E-12| 3.563| 58.041| 12.406| 6.490|
| 6.500| 15567.8| 15188.1| 63.645|4.5E-12| 3.569| 57.593| 12.454| 6.500|
| 6.510| 15600.3| 15219.8| 63.632|4.6E-12| 3.576| 57.597| 12.464| 6.510|
| 6.520| 15632.9| 15251.6| 63.620|4.6E-12| 3.582| 57.603| 12.467| 6.520|
| 6.530| 15665.5| 15283.4| 63.607|4.7E-12| 3.588| 57.608| 12.470| 6.530|
| 6.540| 15698.1| 15315.2| 63.595|4.7E-12| 3.594| 57.614| 12.474| 6.540|
| 6.550| 15730.7| 15347.0| 63.583|4.8E-12| 3.600| 57.620| 12.477| 6.550|
| 6.560| 15763.4| 15378.9| 63.570|4.8E-12| 3.606| 57.625| 12.481| 6.560|
| 6.570| 15796.1| 15410.8| 63.558|4.9E-12| 3.612| 57.632| 12.484| 6.570|
+------+--------+--------+-------+-------+-------+-------+-------+------+

13 Supplementum Page 248
+-----------------------------------------------------------------------+
| HYDROSTATIC TABLES |
+-----------------------------------------------------------------------+
| | | | | | | | | |
|T AP | Dis.SW | Dis.FW | LCB | TCB | VCB | LCF | KM.T |T FP |
|Metre | Ton | Ton |m.f.AP |m.f.CL |m.a.BL |m.f.AP |m.a.BL |Metre |
+------+--------+--------+-------+-------+-------+-------+-------+------+
| 6.580| 15828.8| 15442.7| 63.546|4.9E-12| 3.618| 57.640| 12.486| 6.580|
| 6.590| 15861.5| 15474.7| 63.533|5.0E-12| 3.625| 57.647| 12.489| 6.590|
| 6.600| 15894.3| 15506.6| 63.521|5.0E-12| 3.631| 57.656| 12.492| 6.600|
| 6.610| 15927.1| 15538.6| 63.509|5.1E-12| 3.637| 57.665| 12.494| 6.610|
| 6.620| 15959.9| 15570.6| 63.497|5.1E-12| 3.643| 57.674| 12.497| 6.620|
| 6.630| 15992.7| 15602.7| 63.485|5.2E-12| 3.649| 57.684| 12.499| 6.630|
| 6.640| 16025.6| 15634.7| 63.473|5.2E-12| 3.655| 57.694| 12.501| 6.640|
| 6.650| 16058.5| 15666.8| 63.462|5.3E-12| 3.661| 57.705| 12.503| 6.650|
| 6.660| 16091.4| 15698.9| 63.450|5.3E-12| 3.667| 57.716| 12.505| 6.660|
| 6.670| 16124.3| 15731.0| 63.438|5.4E-12| 3.674| 57.728| 12.507| 6.670|
| 6.680| 16157.2| 15763.2| 63.427|5.4E-12| 3.680| 57.741| 12.508| 6.680|
| 6.690| 16190.2| 15795.3| 63.415|5.5E-12| 3.686| 57.754| 12.510| 6.690|
| 6.700| 16223.2| 15827.5| 63.403|5.5E-12| 3.692| 57.768| 12.511| 6.700|
| 6.710| 16256.2| 15859.7| 63.392|5.6E-12| 3.698| 57.783| 12.512| 6.710|
| 6.720| 16289.3| 15892.0| 63.381|5.7E-12| 3.704| 57.798| 12.513| 6.720|
| 6.730| 16322.3| 15924.2| 63.369|1.7E-12| 3.710| 57.814| 12.514| 6.730|
| 6.740| 16355.4| 15956.5| 63.358|1.7E-12| 3.716| 57.830| 12.514| 6.740|
| 6.750| 16388.5| 15988.8| 63.347|1.7E-12| 3.722| 57.847| 12.515| 6.750|
| 6.760| 16421.7| 16021.1| 63.336|1.0E-17| 3.729| 57.863| 12.516| 6.760|
| 6.770| 16454.8| 16053.5| 63.325|1.9E-17| 3.735| 57.880| 12.516| 6.770|
| 6.780| 16488.0| 16085.8| 63.314|3.4E-18| 3.741| 57.896| 12.517| 6.780|
| 6.790| 16521.2| 16118.2| 63.303|1.5E-17| 3.747| 57.913| 12.518| 6.790|
| 6.800| 16554.4| 16150.6| 63.292|1.0E-17| 3.753| 59.814| 12.320| 6.800|
| 6.810| 16586.7| 16182.1| 63.286|5.6E-18| 3.759| 59.830| 12.293| 6.810|
| 6.820| 16619.0| 16213.7| 63.279|4.1E-18| 3.765| 59.846| 12.295| 6.820|
| 6.830| 16651.4| 16245.3| 63.272|1.5E-17| 3.771| 59.862| 12.297| 6.830|
| 6.840| 16683.8| 16276.9| 63.266|5.4E-18| 3.777| 59.878| 12.299| 6.840|
| 6.850| 16716.2| 16308.5| 63.259|2.0E-17| 3.783| 59.894| 12.300| 6.850|
| 6.860| 16748.6| 16340.1| 63.253|7.3E-18| 3.789| 59.911| 12.302| 6.860|
| 6.870| 16781.1| 16371.8| 63.246|9.0E-18| 3.795| 59.927| 12.304| 6.870|
| 6.880| 16813.6| 16403.5| 63.240|1.5E-17| 3.801| 59.943| 12.306| 6.880|
| 6.890| 16846.1| 16435.2| 63.233|1.5E-17| 3.807| 59.959| 12.308| 6.890|
| 6.900| 16878.6| 16466.9| 63.227|1.9E-16| 3.813| 59.975| 12.310| 6.900|
| 6.910| 16911.1| 16498.7| 63.221|1.2E-17| 3.818| 59.991| 12.312| 6.910|
| 6.920| 16943.7| 16530.5| 63.215|1.3E-17| 3.824| 60.007| 12.314| 6.920|
| 6.930| 16976.3| 16562.2| 63.208|6.9E-18| 3.830| 60.023| 12.316| 6.930|
| 6.940| 17008.9| 16594.1| 63.202|6.5E-18| 3.836| 60.039| 12.318| 6.940|
| 6.950| 17041.5| 16625.9| 63.196|6.1E-18| 3.842| 60.055| 12.321| 6.950|
| 6.960| 17074.2| 16657.8| 63.190|6.2E-18| 3.848| 60.071| 12.323| 6.960|
| 6.970| 17106.9| 16689.6| 63.184|1.5E-17| 3.854| 60.086| 12.325| 6.970|
| 6.980| 17139.6| 16721.5| 63.178|-4.E-18| 3.860| 60.102| 12.327| 6.980|
| 6.990| 17172.3| 16753.5| 63.173|-1.E-18| 3.866| 60.118| 12.329| 6.990|
| 7.000| 17205.0| 16785.4| 63.167|9.3E-18| 3.872| 60.134| 12.332| 7.000|
+------+--------+--------+-------+-------+-------+-------+-------+------+

13 Supplementum Page 249
13.3 Tank Filling