CENTRUM TECHNTKI OKRFTOWEJ
ÔK XVIII - NR B066 - ISSN 0860-6366
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TECHJISChE UNIV R$ITEIT .aboratorftjm
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Mekelweg 2. 2628 co Deift
015-781838
SUBDIVISION OF RORO SHIPS
FOR. ENHANCED
SAFETY
IN THE DAMAGED
CONDITION
Maciej PavWowski, Professor,
D. Sc. (Eng.)
ZESZYTY
PROBLEMOWE
Ship Design & Research Centre
Research & Development Department
Gdañsk
B-066
SUBDIVISION OF RO-RO SHIPS
FOR ENHANCED SAFETY
IN THE DAMAGED CONDITION
EDITO& Math Kubacka
PUB LISHE&
EDITORIAL:.OFFICE:
Ship Design & Research Centre 80-958 Gdaiisk
uL Waly Pi stowkie i box 270, POLAID telefax: O-5831-16-83
telexf 512474-76
Division of Productivity, information
& Scientific-Technical Studies 80-958 Gdañsk
ul Waly PistOwki.i phone: O-58 374-275
CONTENTS
-Abstract
.. 7
Inttoductiön 8
Current subdivision arrangement of ro-ro ships 9 Provision of double hull and deep sinkage afterflooding 1
Provision of buoyant decks 16
Numerital examples 19
Conclusiòns 23
Appendix 24
Maciej Pawlowski
Professor, Ship Design and Research Centre, Gdaiísk
MACIEJ PAWLOWSKI is a Professor in the Faculty of Ocean Engineering & Ship Technology at the Technical University of Gduisk where he graduated in 1970 and where he continues to work He works also part time as consultant for the Ship Design and Research Centre in Gdaiísk. He lectures on various aspects of theoretical naval architecture including numerical methods, ship hydrostatics, fluid mechanics and applied ship hydrodynamics He spent a year at Glasgow University, and three years in two periods at Newcastle University as a visiting Senior Research Fellow.
As a researcher he specialises in ship static, with particular emphasis on the probabilistic assessment of ship safety in the damaged condition. Connection with this since 1972 he has been active in the SLF Sub-Comn:ijtteeof 1MO and contributed significantly
to probabilistic subdivision regulations for dry cargo ships.
Progress papers were presented at:
the i 2th International Conference & Exhibition on Marine Transport using Roll-on/Roll- off Methods, R0R094, Göteborg, 26-28 April 1994, vol.2.;
Polish Maritime Research, No 1, September 1994, voLl, p.7-12: also in Proc., 5th
mt.
Conf on Stability of Ships
and Ocean Vehicies-STAB'94,Florida institute of Technology, November 1994, Melbourné, Fi., USA, vol.6 (Discussions), ibid.; The Naval Architect, April 1995, p. £198, and E201-203.
The paper shows that ro-ro ships can be as safe in the damaged condition as other ship types without restnctmg their design
features, i e, with no transverse
and/or, horizontal subdivision within the cargo spacé liable todainage, if theré the provisions'for reserve büoyáñcy above the vehicle deck - the 'first deck abòve the deepest waterline. For this purpose, these ships should embody a double hull over the éñtire length Of the thgo part of the ship ,terminated at the 'se'cáñd dékabòè
the' waterline :and,
- in addition, -double decks at least the fi±st deck aboyé the
waterline, preferably inclined upwards in the longitudinal direction. The 'doublehull and double decks should be sufficiently
densely subdivided by watertightbulkheads into watertight compartments, the former preferably cross-connected and of ' a breadth less than «B/S. Cargo
spaces below the double decks should be
provided with efficient air escapes for removing air cushions from the undersides ofthe decks. A deck (or decks) if
any, below the first deck above the waterline,together with this deck should be designed as opened to the passage of flooding. water, incorporating efficient down-flooding arrangements.
INTRODUCHON
Ro-ro ships are considered by the maritime profession and travelling public as the most unsafe ships in operation, and this is not surprismg when one considers their very low indices of subdivision, usually far below the required valu This
comes fact that these ships were often poorly designed :with little
or no;
concern for damaged stabthty The large open vehicle decks of ro-ro vessels makè them particularly sensitive to the presence of water on such decks which may flood them due to collision damage or other accidental operational. reasons like flrè''
fighting, intake of water due to the bow door being left open (as in the case of the Herald of Free Enterprise), or leakage of water through the aft door deprived of weathertightness, as was most ce1y the case of the Jan Heweliusz, a Polish ferry which capsized in January 1993 during extremely heavy weather, causing the deáth
of 55 passengers and crew members, with only nine persons rescued.
These two disasters clearly illustrate the potentially devastating influence ¿f' -.
an open, deck on the damaged stability of a ro-ro :vessel. In the absence of
transverse subdivision, even a very small amount of water on such a deck can lead to rapid heeling and l6ss of stability, usually associated with a large loss f life.
Here arises the question.as to whether we are faced then with the necessity of abandoning such an operationally efficient concept of sea transport in the pursuit of higher safety standards. Fortunately, there are alternative design configurations
which may provide the necessary improvements in, safety standards without
incurring the obvious operational penalties that subdivision of the open deck would impose, but there have been few studies in this area to pròvide any firm guidance.
This paper aims to show how signif cant improvements could be made to the
survivability of existing and future - ro-ro's, withoüt impairing their present
successful operationàl features. There are feasible solutions to the associated design problems, the principles of which may be applied to car and cargo ro-ro ferries and vessels of every shape, size and description. These solutions are considerably more tangible than warning lights or video cameras focused on bow and stem doors in a bid to ensure that they are firmly closed! They are entirely based on new design configurations, providing ro-ro ships with a high level of passive (built-in) safety, easily meeting the new requirements concerning ship survivability, based on the
probabilistic concept.
I CURRENT SUBDIVISION
ARRANGEMENT OF RO-RO SnIPS.For some forty years there have been cargo ships and passenger feñies
having no transverse watertight bulldieads within cargo spac, iñtended primanly for the câmage of roll-onlroll-off cargo -They havi usually the following watertight compartments double bottom, forepeak, afterpeak, engine room and wing-tanks .The fore'and aft collision bul1theads,irig tanks md other trarisieiie bulltheads are
terminated as aruleat th
bulkhead deck the first deck abò the deepest loadline, called also vehicle (car) deck. -. S..:
- Until 1 February 1992 there were no subdivision requirements for cargo ro-ro
ships. That is why tanks on such ships were applied with ballasting in view and
fréquently due to
psychological reasons rather
than due to subdivisionconsiderations. They could save the ship only in cases of shallow damage in one of
those tanks.
- There are known car-passenger ferries (of ro-ro type), that are subject to
sùbdivision and damage stability
requirements contained in the 1974 Solas
Convention. Space below the bullthead
deck où such ferries is usually densely
subdivided by transverse bulkheads, extending from side to side. In such a case, wing tanks are not appliéd and many of the compartments below the bulkhead deck are neither used for the carriage of cargo nor for other purposes. On the remaining ro-ro passenger ships, compartments of breadth B/5 are applied below the bulkheaddeck, which are relatively short and cross-connected to avoid asymmetrical
flooding. This type of subdivisionarrangement is shown in Fig. 1.
The above solutions do not provide sufficient safety for passènger ro-ro ships
in case of collision. On the
contrary, : these solutions appear to be extremelydangerous as they do not secure a ferry against rapid capsize in the Oase of sea water accidentally entering the bulkhead deck. A good evidence for this was the
tragic capsizing of the European
Gateway in 1982 and the Herald
of Free
Enterprise in 1987, to mention only two recent well known disasters.
OECK4. I DECK 3 DECK 2
\/
DECK i B/S B/5Fig. 1. A typical but extremely dangerous subdivision on some large ro-ro, ships
-The two ships had the same type of subdivision, derived from the SOLAS
Coii'iention, where the thip due to low freeboard, is densely subdivided
withtransverse bulkheads below the bulkhead deck in order to get one compartment standard and with n reserve of buoyancy above it... s the compartments are then very short, probability of flooding more than one compartment is therefore high, résultiñg in verf low probabilities of surviving for such ships and thus objectively
onfrfning theirbad performance rn case of collision
Jnaddition,» the .denseiibdivision öaiises the machinery spacè to be divided
into smaller watertight compartments and this in turn opens up an area for human error. A good example of this illusory subdivision was demonstrated by the sinking of the European Gateway [1].The ship received a small damage below the bulkhead deck: but between the .bulkhèads of the machinery part of the ship Instead of surviving this potentially safe standard case of damage, she sank very quickly (within some twenty minutes) as all watertight doors within that part of the ship were left open, leading to the flooding of four compartments instead of one. The crew undertook desperate action to close the doors but tragically failed to do so.The new probabilistic rules [2] 'which éntered into force in February 1992, require the same level of safety for all dry cargo ships irrespective of their type.
Thus new ro-ro ships will hâve to be equally safe (have the
same indices ofsubdivisions) as the remaining dry cargo ships. The indices of subdivision for existing ro-ro ships are very low, if not marginal, frequently not exceeding a value of 0.1 whilst for other dry cargo ships this index value is
above 0.5. There is no possibility whatsoever of increasing the indices of
subdivision so markedly within the currently applied concept of
ro-ro ship subdivision, exceptthrough a considerable increase in freeboard or
.by the
application of removable transverse bulkheads. in holds intended for ro-ro cargo. Such solutidns are clearly contradictory to the. basic operational features of.ro-ro ships and should bé applied only in the last resort.
...
...
.. ...2. PROVISION OF DOUBLE IIULL AND DEEP SINKAGE AFTER FLOODING
:
6,.feasible and efficient remedy for the poor safety of ro-ro ships is
application ôf the idea of deep sinkage after flo5ding, presénted in detail in [3], and briefly summarised here. It stems simply from the fact that the damaged stability of a ro-ro ship with its bulkhead deck immersed, which is a typical case, mcreases the deeper the ship sinks. This startling observatiäñ is not difficult to explain. An increase in damaged draught for any constant damaged displacement allows the
centre of buoyancy to move closer to the centre of gravity thereby improving
stability. Moreover, experiments have shoi that in ships with the much deeper
draught associated with the final stage of flooding, any roll motion in waves almost
completely disappears so that only heave motion remains. It is therefore
very unlikely that such a vessel would be capsized by wave action when it is floating deeply immersed in a ñear upright position.In the light of the remarks above an increase in the number df bulkheads below the vehicle deck is found to reduce damaged stability dramatically. This situation is opposite to that for conventional ships and is confirmed by mòdel tests
[4]. It is evident from the foregoing that the primary safety feature for a ro-ro vèssel should be a mandatory double skin extending fröm the inner bottom to the second deck above the waterline (the upper deck). The wing compartments so formed
should be transversely subdivided throughout and incorporate modest flare,
if possible.
Apart from this the number of transverse bulkhèads should be limited to the forward and aft peak bulkheads and those required to adequately subdivide the
non-vehicùlar spaces such as the machinery spaces. The - strength of these
bullcheads should, of course, be adequate for. the pressure loads imposed by the deep draught in a damaged condition. No further transverse bulkheads should be provided, as their function is replaced by the wing compartments.
.this type of subdivisin arrangement is shown in
Fig.2. Thereadth of the
wihg tanks preferably equals B/b, half
as large as in the previous case. As suchro-ro vessels are capable, as a rule, of surviving a major flooding, at least in
a partial loading condition, there is no need to increase the height of the double bottom. On the contrary, from the standpoint of damage stability, the minimum height is preferable.
DECK 1'. X.
/:;
'Vf
Y\
/
t!':
DECK i (\
'-.---.Fig2. A typical subdivision arrangement for ro-ro ships based on the deep-sinkage-after- flooding concept
To limit the effects of flooding, the wing compartments should be relatively
short,
identically subdivided bn - bdth sides and cross-cànnected to prevent
asymmetric flooding, which is always detrimental to a ship in a damaged condition. In the case of passenger ro-ro vessels, the current SOLAS regulations require that lower wing compartments should have a breadth of not less than B15 and no wing tanks above the bulkhead deck, as shown in Fig. 1.
If one assumes that major flooding of inboard spaces represents the loss of a
ro-ro ship then it would be necessary
to require, for ship safety, the wing
compartments below the car deck to be as wide as possible to minimise the risk of such a possibility However, that is not the case and, therefore, there is no need to
impose such broad wing compartments in this position.. To withstand
majorflooding, it is most important for a ro-ro ship to ensure positive stabthty at the final
stage of th&event when the bullthead deck its mnìthersed.. It has beèn shown that thi
is quit& practicable and reqùires ònly that
narros :wing öomartments be fitted
below and above the vehicle deck, as shown in Fig.2, to ensure both stability andsufficient reserve of buoyancy. Such is the purpose of providing these wing
compartthents. V
Merit of a Double Skin
Wing compartments on a ro-ro ship can fulfil many other important functions
They greatly enhance the ability of the ship's sides
to absorb the energy of
a collision, thereby decreasing the extent of damage, while also increasing the
resistance to breaching during minor collisions.
They provide a positive contribution to the vessel's overall strength.
They provide essential trimming ballast capacity in the lower hull.
Thcy contribute directly to improved damaged stability. lThcy smooth sides make cargo handling easier in the holds.
E Thcy effectively protect the ship agairist the effects of leakage due to cracks or
.sthall bréaches of the shell..:.
Intermediate Stages Of Flooding
Thus far stability during the intermediate stages of flooding has not attracted the
attention it deserves. Work done to date supports the intuitive notion that the
intermediate conditions are not usually
.a problem if the final condition is
acceptable, provided the angle of heel is not so large as to cause cargo shift and the water can freely spread over the entire compartment. The deck edge then remains above the water all the time during transient flooding [5].
The same applies also for
ro-ro vessels with double skin arrangement
provided that the decks are made opened to the flooded water which is crucial for
the safety of these ships. . i
Thus if there are efficient down- or cross- flooding arrangements, it is entirely sufiicient as far as damaged stability is concerned to check only the maximum angle of equilibrium during flooding, and focus attention on the safety of the ship in the
final stage
of flooding.
Hence, the above theoretical development hasa considerable impact on the simplification in damage stability assessments.
Owing to physical reasons, stability during the intermediate stages of
flooding should be analysed for the freely floating ship longitudinally balanced at
each angle of heel, using the added
mass methocL There are usùaliy markeddifferences between the GZ-curves calculated for the free trim condition and for fixed trim, particularly if the deck edge becomes immersed and the ship has large longitudinal asymmetry. However, in the case of horizontal subdivision without efficient downfloading arrangements, it should be assumed that after the immersion of the edge of the watertight deck, the level of water above such a deck coincides with the level of water outside. This
covers the ease öf amál1 hoI&bèlow and
a very large one above the horizontal subdivision,a typical damage when the
striking ship has a bulbous bow associated with a large flare - see the case of the European Gateway [1].The current regulations [2] overlook entirely this problem. This is one reason why naval architects consider horizontal subdivision, particularly on ro-ro ships, as beneficial to their safety. Unfortunately, this is not the case and it is now high time to tell this loudly and clearly in an attempt to divert the way things are developing.
Perforated Vehicle Decks
An important point on all ro-ro véssels concèrns the watertight integrity
of
the main and other vehicle deck, i.e., the présence of horizontal subdivision. From the previous discussion, it should bè èléar that any deck, including the vehicledeclç
which may suffer flooding from whatever source,:should be non-watertight.Furthermore, such decks should be designed to allow both water and air to pass
freelythroughthem.
::
How this shoildbe cc
hractice is an interesting
challenge forthe designer. The drainage systems must be capable of allowing vely large quantities of water to drain directly into the lower cargo spaces without access to machinery or other critical spaces, V which must be effectively sealed from the
cargo spaces at all times. This has the
effect of maximising the damagedmetacentric height by both eliminating isolated free water surfaces and lowering
the centre of gravity.
Watertight vehicle deck or tWeeñdeòks cannot be recommended for the
following reasoñs;
E Decks below the vehicle deck are not usually designed to withstand the
pressure forces that would be imposed by serious flooding either above or
below them.
E When flooding occurs above such a deck, a large free water surface is formed which immediately reduces the vessel's metacentric height, usually causing a
large angle of heel or capsizing. V
E These decks can trap large quantities of air beneath them during sinkage, maintaining an additional free surface effect, which would be eliminated tf the compartment were free to fill completely. In addition, these air ;..cushions
-contribute to
the creation of
an additional heeling moment öf V significantvalue as they are formed usually
at the outmost areas beneath the decksclose to the side
V opposite to damage. As
a result, these air cushions are
extremely dangerous and lead to the capsizing of the ship, othérwisé safe, before reaching the finalstage of flooding.. .. r V V V
;.
V
.
EWáéitih
ramps and decks are more expensive than their
non-watertightcounterparts. V
V - V
V
V V
In view of these points, there seems no good reason to retain the concepts of either horizontal or vertical watertight subdivision applied to internal vehicle spaces. In particular, retaining the vehicle deck as a bulkhead deck is particularly dangerous and should be abandoned as a design objective. V
There are two further reasons why the bulkhead deck within the cargo
space should be made transparent to the flooded water. Such a deck virtually eliminates the accumulation of the flooded
water above this deck due to the
action of waves which is foúnd to be
dangerouand it leads
eventualito
capsize [6,7]. Due to a very similar reason, the watertight deck is also detrimental to stability during the intermediate stages of flooding which is rarály
analysed
dunng Uesignzng and overlooked by the current regulations
- -,.
--
The idea of deep
smkage was implementedat the Gdansk Shipyard,
-Poland by deigniriï
pasengertfreight ro-ro vessel of 12 000 DWT and with:the 6sráli length
of I 83m, based òn the
double hull arrangement, as shownin :Fig2.- The bulkhead
deck was designed,however, as watertight thus only
partly filfihIing the necessary requirements for a really safe ro-ro vcsscl. To make
this deck open to the passage of water appeared to be too challenging for the
3. PROVISION OF BUOYANT DECKS
It is difficult to achieve deep sinkage after flooding on real ro-ro ships clue t the large longitudinal unbalance between the aft part containing the machinery
room and the forepeak.As flésül
the:ship assumes after floódingan extremelyl-large trim by :the bow which is not as beneficial to damaged ship safety as deej
sinkage on an even keel
It is worth cànsidenng, therefore, fithng
- the ship additionally' with à buoyànt deckor deckaïleaitthe bulkhead deckfriièrselr
and longitudinally subdivided by watertight bulkheads - see Fig.3. As previously, cargo spaces should be provided with efficient air-escapes (vents) placed at the sides, close to the top of cargo spaces, to eliminate detrimental air cushions which may occur during flooding. The brèadth of the double sides. is definitely less thanB/5; they should be subdivided into wing tanks by
transverse bulkheads andpreferably be cross-connected. The height of the double decks is preferably not greater than the depth of deck girders for relevant single decks. The doublebottom should be preferably of the minimum height required by classification rules.
The bulkhead deck and a deck below, if any, should be designed as
prmeable (transparent) for the flooded water to ensure free flooding, i.e., uniform
spread of water over the whole compartment during intermediate stages of flooding. With the provision of buoyant decks, sinkage after flooding .is obviously reduced
and, in the extreme, can be as small as to-keep the bulkhead deck emerged.
DECK 4
DECK 3
DECK2
_J/ \
-<-:
\ /
DECK i
Fig.3. Subdivision of a ro-ro ship based on the extnded double shell concept
-Ro-ro ships; in general, have deep deck girders because of the large
unsupported deck spans. In view of the problem of cargo handling, stowage is usually restricted to spaces below the flanges of these girders. There is opportunity, therefore, to seal the space upwards from the flangeso the deck girders to the deck plating to form a chamber that can provide additional buoyancy and depending on
its
1ocatior, height and extent, be of some advantage in
terms of damage
survivability.:The problem of locating this buoyant deck is a fairly involved exeicise owever, it can be shown that for such
a buoyant deck with adij1àèèmeñfófo
the stability..coefficient will be increased, if the buoyant deck is located at a heightH-satisfying the relation
-.Hdk >Tdani +
¿j
where:
T , - draught in the damaged condition without the buoyant deck;
&j, ii - change in the moments of inertia of the undamaged waterplane arid the free surface of the water due to change in displacement of ¿\ Vu caused by fitting the buoyant deck.
- Because ¿j o if the vehicle deck remains submerged and ¿J /LV is positive then it is practically impossible to satisf' the above inequality unless there is a large reduction in the free surface moment of inertia due to partial emergence of the buoyant deck. Unless this inequality can be satisfi ed, a buoyant vehicle deck will
have a nearly neutral effect
on initialstability in the flooded condition and
consequently on the ship safety. Even though effective increase in freeboard, due to
the provision of the buoyant deck, increases stability at large angles of heel, it is rather unlikely that this will be of much practical benefit in ship survival except in situations when the angles of flooding are very small.,
However, it is not difficult to design for significant reductions in the free sui-face moment of inertia. This is because in thè májority Of damagè cases there will be a trim by the bow due to the comparatively large mathinery spacé. In an appropriate combinations of buoyant vehicle deck and wing spaces, a situation may be reached that for a largenumber of damage cases the next higher deckcomes iiftà
contact with the flooded water.
If this higher deck is also made buoyant in the forward part of the thip,
a significant gain in the index A value may be obtained and an advantage from utilisation of spaces that are usirnily non-productive anyway from the cargo carriage point of view may also be reached Another possibility is to use a buoyant vehicle deck which is slightly inclined upwards in the longitudinal direction so that after damage the entire deck continues to remain above water in spite of bow trim:- -.
Moreover, active consideration might
be givcn to designing the forward
upper part of a ro-ro cargo ship as a rectangular box, like in an aircraft canier {8}, to improve matters forther in cases of deep sinkage after flooding.The effect of a buoyant bulkhead deck is relatively modest in the casei where the deck is chosen with no concern regarding the reduction of free surface. It can be of the order of a 5% increase m index A values [9] The improvement, obviously, .may .be considerably greater, if multiple buoyant decks aré iìséd, as may b&feasible in some ro-ro vessels, or when the vehicle deck is mclmed and remains above water in the majority of-damage scenarios. :1
Benefits of Novel Subdivision
The benefits of a subdivision arrangement based on the extended double shell concept are twofold:
-From the design and operation standpoints:
E It is possible to obtain high indices of subdivision for ro-ro ships required by the
new subdivision regulations, without impairing their successful
operationalfeatures, based on non-subdivided horizontal cargo spaces; From the technical standpoint:
EThe cargo space is not reduced. The double decks make use of the space on the underside of single decks, contained between the huge deck girders, useless for
cargo anyway. Confinement of this space by relatively thin watertight
shellplating, replacing the thick flanges of deck girders, converts this inefficient space into a double buoyant deck .of considerable volume, reducing bow trim after
flooding, - - - -
-E The weight of the ship is only marginally increased thus neárly the same
dead-- weight is maintained;
E Overall ship and deck strength is improved;
E Smooth sides make cargo handling and insulation.works easier.
Overall, it can be expected ..that building time ïnd.Jhu the
cost ¿f ship
production may be reduced.4. NUMERICAL EXA1'vIPLES
To see how this conct
brks, a rö-ro ship designed at the GdaskShipyard
was examined, its main, particulars were as follows:
Subdivision/överall length Length between perpendiculars Breádth, moulded
Depth, to main/upper dçck Depth, to weather deck Draught, design/scantling Supply/water ballast tanks
Dead-weight at scantling draught Breadth of wing t.nks
KG for full load condition at draught 7.40 m
KG for partial load cOndition at draught 6.11
Permeability i
Required subdivision indexR value
l77,50/183.00m
l:171.30m
28.70m'
8.90/Ï 5.23 m 21.20/23.10 m 6.80/7.40 m 1880/9500 m3 12400 t 2.80m 13.65 m m 13.67m 0.80 0.545EXAMPLE 1: The ship with a subdivision arrangement as in Fig.2, with no cross-flooding, deck No 3 (upper deck) watertight (which is not realistic in this case) For such a ship the attained subdivision index value is
much below the required one and
equals A = 0.5 1.3
EXAMPLE 2: The ship as above but with cross floOding. The index is then: A' = 0.58 L As can be seen, cross-flooding caused a significant increase in the
index value here It should be assumed as a rule that cross-flooding is always
beneficial for ship safety, and therefore, it should be applied whenever possible. EXAMPLE 3: The ship as in Example 2 but with Deók 3 treated as non-watertight which is in compliance with the actual design. The attained index value is now much lower and equals A=0.512, which should obviously
be expected. It is then quite sensible to make the upper deck watertight, if possible: Moreover,'as the ship has typically a large bow trim after flooding and thus small angles of flooding, active consideration might be given to a deck or decks made. buoyant at the forward
end, to increase the height of openings above the
damage waterline, therebyimproving stability.
EXAMPLE 4: The ship as in Example 3 but with Deck 2 as a pontoon, creating a buoyant double deck of 1600mm
depth as shoi in Fig.3.The
attained index value is now A= 0.519, which is only marginally higher than in the previous case This is bccause the, buoyant
deck as it is ,due
to bow trini ,in the majority of
damagc scenarios, still remains under water over the majority of its length, thus insignificantly contributing to the reductión of the free surface cilòct.- This example provides a good lesson:
not every buoyant deck can be
expected to contribute significantly to ship safety. To do so, the whole subdivision arrangement must be carefully chosen so that the buoyant deck could remain above water m prevailing cases of flooding
However, it is not drfficult to do so Keeping the
remaining subdivision unchanged, there are two immediate possibilities: a slight increase of the heightòf Deck 2 maintaining the underside structure of the deck...with the original depth which is equivalent to an increase of the. pontoon depth by the same value; and/or a slight inclination upwards in the longitudinal direction of the topside of the deck.. The application of medium-speed engines for ship propulsion provides another possibility if such engines are located iii the wing compartments, then the lower cargo hold can be significantly extended afi thus largely reducing bow trim afterflooding. .
EXAMPLE 5: The ship
as in Example 4 but vith the ship's depth to
. Deck 2 increased by 0.2 m from 8.9 to 9. 1 m. The depth of the pontoon is simutanpeously increased from i 600 to i 800 mm keeping the underside structure of the deck at the previous height. The attained index isnow A
0.556, which is higher than the
required value R=O.545. It is worth noting the incredible increase of the index due to the increase of the depth to Deck 2 by only O.2m .This example shows how sensitive ship safety is to some parameters of subdivision arrangement containing :a buoyant deck and that is why it is so easy to be disappointed with it, if it is not properly chosen. Most important of all is to keep, as far as practicable, the buoyant deck dry (to remain above water) ini the majority of damage cases.
EXAMPLE 6: The ship as in Example. 5 but with Deck 2 inclined upwards in the longitudinal direction by Im in the foremost end of this deck, as shown in Fig.4.
The attained index value is now A = 0.621 and it is thus drastically higher than in the previous case. Such a result. should obviously be expected in the light of the previous remarks. From the examination ofsome of the most representative cases
of flooding for the previous case study, it followed that the depth of the flooded water at the forward end of Deck 2 did not exceed a value of 1m. This is why the free-surface effect could be reduced now in the case of the 1m sheer of Deck 2 tó nearly nothing in most cases of damage, thus markedly increasing the index valúe.
The rise of Deck 2 by 1 metre at its foremost end is not much. Examining Fig.4., one can hardly believe that this deck is inclined at all. All other decks above Deck 2, must have obviously, the same sheer,, to keep them parallel to one another.
In all the examples, Deck 2 was treated as opened for the passage of water and air, to eliminate the many adverse effects, discussed above and not accounted for in the current regulations. Owing to that reason, horizontal subdivision due to Deck 2 was simply ignored, and this was for the benefit of the ship.
L
Fig.4. An cxarnple of a large ro-ro ship subdivision based on the extended double-shellconcept. Note the i m
upward incliñe at the forward end of the main deck.
EXAMPLE 7: The ship as in Fig.5 with narrow double sides of B/1O at the lower
hold and with an increased width of the side compartments of B/5 between the main
and upper decks. Such an arrangement was eventually adopted by the Gdañsk
Shipyard on the FINNHA_NSA - the first of four luxurious ro-ro vessels, sister ships
ordered by Finncarrier. The attained index value is now A = 0.668, as obtained by the Shipyard according
to the regulations for passenger ships, contained in
resolution A.265 (Vm). This value
of the index, hòwever,cannot be directly
compared with the indices given in the previous examples, as they were calculated according to the regulations for dry
cargo ships and the two methods are not
identical. Nevertheless, the value is high - greater then the required value R0,578and the Shipyard and Shipoer
are very proud of it [10-13]..The design, however, should not be recommended for the following reasons: The side compartments at Deck 2, intended for the carriage of passenger cars, are sub-divided by a number of transverse bulkheads
fitted with watertight
doors,, automatically operated. The entrance and way out from thesespaces is
through side gates, closed also by large watertight doors. Apart from being verycostly, unreliable and ineffective in terms of stowage, such
an arrangement is illusive regarding watertight integrity of these spaces, bearing in mind the large distortions the ship can sustain at the moment of collision;
fZ Ventilation ducts run vertically along the outer side, starting 0.800 m below
Deck 2, leaving room for progressive flooding of the lower
hold in case of
damage in way of Deck 2 or above;ÍDeck 2 is not made as open for the passage of water and air so the stability in
case oU water entering the hull is much poor than that which was calculated;
iInsuIation of the underside structure of Deck 2 required - a large labour
Consumption;
Despite the requirement, an increased height of the double bottom should not
app'y in this case as the design is capable of withstanding
major flooding.Consequently the dead-weight of the ship is reduced by 1700 tons. Moreover, despit the apparently high value of the index, the ship is far from what can be realistically achieved, whose safety
s based on wishful thinkirg rather than òn
rational principies. Suchiitisthereforëjjdt recommended.
DEO(4
-VATERT (CHI j , 7: OUR DECK 2 DECK 3 DECK tFig.5 A subdivision arrangement found on B5O1f Type cambi ro-ro built in Stocznia Gdaríska
General arrangement of the above ship and its brief technical description is given on the following two pages, taken from a Commercial leaflet issued by the
Shipyard.
'il
CONCLUSIONS
'l'he probabilistic subdivision
regulations for diy cargo ships [2] provide
à framework for the rational assessment of competing ro-ro ships design from the damagcsurvivability point ofview It is clear from the results reported above that it is pssible to achieve a satisfactory subdivision rndex value for such ships without upper deck Their mtended function:is1adl,
narrow wing cômpai-tthents exteñdinjfroth the bottom to the upperdeclçctoss-connected, and
a buoyant deck or decks, opened for the
passage of water and air below the upper deck, leaving thi deck area clear for throughtransport. L .
:
The judicious distribution of reserve buoyancy in the longitudinal, transverse and vertical directions is important in the design of these ships and since there are
many ways of doing this satisfactorily, there i obvious scope for optimisation in the arrangement of such vessels. The performance of these ships in the damaged
condition is very sensitive to
some particulars of the sübdivision arrangementcontaining a buoyant deck, depending
onpresence of water on the deck in
a floóded condition.
lt is important to note that the
current survivability regulations merely setstandards, though imperfectly, and
are not prescriptive as regards an actual
arrangement. The designer, therefore, retains the opportunity to meet the range of design objetives. Subdivision arrangement based on double hull and double deck seems to be particularly efficient and beneficial for these ships.I/ti I_I_________... -t
-4
U. r- r1
scao-_ca
te Qr.__ Q i 4th DECKS G ce L L L/ L V_f V Vfr;,,
-J
e . i e i -..
., -r i Hold No3 Hold No2 --M Hold Noi.
4
r'
'
----i- - - sCommercial Division phone+39 22 34, 39 22 94
ul. Doki i
fax-i-48 58 31 99 2580-958 GDAÑSK POLAND
tlx 512028 sg pl
APPENDL
cov'Bg
CO BI RO
-RO
B5Ö1u/j TYPE
TCCZN1A GDAÑSKA
SA.Commercial Division phone+39 22 34, 39 22 94
ut. Doki 1
fax48 58
31 99 2580-958 GDAÑSK POLAND
tlx 512028 sg pl
MAIN PARTICULARS
TYPE OF VESSEL
Innovative highly automated multi-purpose double skinned, ice strengthened Baltic combi ro-ro carrier
designed for carriage of passengers and cargoes like:
paper, timber products, roll trailers, road trailers,
transfiats, containers, cars, lorries, chilled fruit in the
lowest hold; 93lEU can be carried on the fourth deck; the vessel is designed for future installation of about
510 m of railway tracks on the second deck; twin
propeller vessel with twin skeg transom stern, raked stem, bulbous bow, two bow and two stern thrusters,
four cargo decks, all cargo decks free of any pillars, five
tier superstructure, two high lift Jastram type rudders;
fitted with aritiheeling and stabilizing system. CLASS OF VESSEL
Det Norske Ventas class notation
1A1 CAR FERRYAEO, Ice-lA, corr, TMON
Conventions.and rules met by the design:
SOLAS-74/89, 1MO Resolution A265 (VIlI) concerning damage stability, TON-69, COLREG-72, MARPOL-73/78, LL-66, lLO-92, rules of Kiel, Suez and Panama Canal Authorities, ITU, IEC and Finnish Board of
Navigation Rules, dangerous cargoes according to
IMDG code can be carried on the fourth deck and in the
open part of the third deck (Class 1,2,3,4,5,6,7,8,9), while closed decks No. 1,2 and 3 are restricted to few
classes of dangerous goods.
-
CARGOAôCESSEQUlPMENT-Movable ramps
-Two stem hydraulically operated and battened combined ramps:
. .. - . -
-one on the second deck: Length - 12.5 m drive width
'r21.65m,hight..5.30m, '.
-- one on the third deck: length -- 13.45+3.0 m, drive
width-9.Om. - . .
Fixed internal ramps
-- one centrally positionned internal fixed ramp between
the secon and the first decks (drive width - 4.40 m
with cover panels, drive height - 4.8 m).
-- one starboard internal fixed ramp between the second
- and the third cargo deck with drive width - 4.3 m,
- one portside internal fixed ramp between the third and the fourth decks with drive width - 4.2 m and height
-4.8m.
ENGINE ROOM.
Main engine
Reduction gears
Manoeuvring gear
Bow thrusters two of 900 kW each
Stern thrusters two of 450 kW each (in skegs) Generating sets
- two shaft generators of 1,750 kVA each, - one diesel generator df 1,570 kVA, -. - one diesel generator of 1,175 kVA,
- one emergency diesel generator of .450 kVA, all
-generators: 3x380 V, 50Hz. -.
Boilers . .
-- one vertical water--tube oil--fired auxiliary boiler of 4,000 kg/h steam capacity at 0.8 MPa
- four exháust-gas boiler of 1,000 kg/h steam capacity
at 0.8 MPa.
ACCOMODATION . -.
All accomodation is designed to a very high standard as
on cruise passenger -vessels, with single cabins for
officers and crew, 24 luxurious three berth and 10 four
berth cabins for passengers. -.
LIFE SAVING APPLIANCES -
-- two GRP lifeboats for 48 persons each, - two fast 20 kts rescue boats, -:
-- four 16 person inflatable life rafts - one inflatable raft for 6 persons.
}
Length, o.a. - - 183.00 m
Length, b.p. -. :»-17130 -m
Breath, moulded - -m
::Depthto bulkhead deck 15.23 -rn Depth to weather deck 23.1/21.2 m Scantling draught
-Scantling deadweight 10.700 t
Design draught -.
-6.80 m
Design deadweight 8.500 t
Car lanes (width 2.85 m) 3.200 m
Trial speed 21.3 kn
Crew berths 23
Passengers berths 112
Tank capacities:
- heavy fuel oil 1,450 m3
- diesel oil 350
- lubricating oil 60 m3
- fresh water 250 m3
- water ballast 10,000 m3
- antiheeling, stabilizing tanks 1.050 m3
Type Zgoda-Sulzer BZAL4OS 4
MCR 5,760 kW at 510 rpm each
SFOC 179 g/kWh +5%
HFO viscosity 600 cSt at 500C Propeller two CP type
REFERENCES
..i. Spouge, J.R. : The technical investigation
of the sinking of the
ro-ro ferryEuropean Gateway, Trans. RINA, vol. 128, 1 986,
pp 49-72; also in Naval
.
Architect, March 1986, ibid. - . . .
.:
2. Resolution MS C i 9(5 8) on the adaptation ofamendmèñt tó the i 974 SOLAS Convention regarding ubdivision and damàge stability of dry
-cargo-ships):-London, 1990, l3pp:
:Pawlowski, M.,Winlde, I.E.: Capsize resistance through flooding
- a new
approach to ro-ro safety, Proc., 9thInt.Conf on through Transprt using Roll-oniRoll-off Methods, Ro-Ro 88', Gothenburg, June 1988, BML, pp. 250-261. Grochowalski, S., Pawlowski, M.: .The satety of ro-ro vessels in the light ofthe probabthstic concept for standardizing unsinkabthty, Tnt Shipbild Progress, vol.28, No.3 19, March 1981, pp.63-72.Pawlowski, M.: Bezpieczeñstwo niezatapia1nociowe statków (Safety of ships in thedamaged condition), Journal of Tech. Univ. of Gdañsk
"BudoiictWo..
Okrtowe", No.42/392, Gdañsk 1985, 132 pp.Turan, O., Vassalos, D.: Dynamic stability assessment of damaged passenger ships, RJNA Spring Meeting,. 1993.
Vassalos, D.: Damage survivability of passenger ships in a seaway, Proc., Tnt. Workshop on the problems of physical and mathematieal stability modelling, Kaliningrad 1993, vol.1, paper No.10, l6pp.
Wahl, J.E.: New catamaran
ro-ro design for Norwegian coastal service
-a bre-akthrough in hull design, Ro-Ro'88 Proc., 9th Tnt. Conf. on Through Transport using Roll-on/Roll-off Methods, Gothenburg, 7-9 June 1988, BML, 1988, pp.101-119.Sen. P., Pawlowski. M., Wimalsiri, W.K.:
Ro-Ro cargo ship design for
enhanced survivability in the damaged condition, Proc.,9th mL Sythp. on Ship Hydromechanics, Gdañsk, 17-19 September 1991, vol.11, 5 pp.
Mustainäki, E.: FG-Shipping's new Baltic combi-roro's - large 3200 lane-meter ships with two-level stem access and passenger âccommodation, Proc.,12th lut.
Conf. & Exh. on Marine Transport using
Roll-on/Roll-off Methods,R0R094, Göteborg, April 1994, vol.2, session10, 11 str. I
Boyce, J.: Finnhansa-a Luxurious ro-ro vessel, .Cruisé & Fery Info, No. 11/94,
pp. .18-21.
Polish built Fi.nnhansa leads a new class of Baltic safe/passenger ferry, The Naval Architect, January 1995, pp. E 15-24.
Wilson, T.: Freight ro-ro's are adapted to meet route demands, Motor Ship, January 1995, pp. 12-17.
In the series of ZESZYTY PROBLEMOWE
the following papers have been
published sofar:
B-001 L Malak: Prognozowanie obci±eñ statku na fall. Xl 1978.
B-002 L Konieczny: Wtrzymaoó ogólna kadluba
z uivzdrieniern sprzenia
skrcania i zginania poprzecznego. XI I 978.
B-003 k Baraniak, Domariski, U. Sznajder Wpl,w struktury geometrycznej _:.
powierzchni blach okrtowych na wlasnoci ochronne powok malarskich.
111979.
B-004 Z.Bilicki: Metoda okrelania wspóczynników wnikania ciepa podczas
wrzeniafreonu w przeplywie. III 1979;
B-005 Z. Winiewski: System hybrydowy APII-600 i
jego zastosowanie w
mechanice konstrukcji okrtu. V 1979.
B-006 A: Galewskj, L. Konieczny: Computer calculations of ship hull longitudinal
strenght with the- interaction between torsion and horizontal bending. VI
1979.
B-007 W Ojak: Problemy drgañ wymuszonych rubk okrtowa na wspólczesnych statkach. Vibration problems on modem ships due to propeller excitations.
IX 1979.
B-008 A. Nowaljriskj, T. Rajewska: Wykadzina bezspoinowa typu "kt na pokady
stalowe statków. IX 1979.
B-009 W. Ojak: Reduktor drgañ pochodzacych od ruby okrtowej. XII 1979.
B-010 J. Gatz: Systematyczna seria modell kontenerowców i semikontenerowców.
Badania oporu i napdu. XII 1979.
B-011 K Kalinowskj: Zastosowanje ukadów pompowego i termostatycznego do
zasilania chodnic powietrza w ladowniach statków rybackich. III 1980.
B-012 S. Szpak-Szpakowski, W. Witkiewicz, A. Zitek: Nowe materiay
kompo-zytowe o osnowie polimerowej i mo±liwoci ich wykorzystanla w
okrtowr,jctwje.V 1980
B-013 W. Ojak: Propozycje oceny nara±eñ na drgania spowodowane cinieniami
hydrodynamicznymj od ruby. Proposed estimation of the excitation severity caused by propeller pressure amplitudes. VIII 1980.
B-014 Praca zbiorowa: Dobór stafi kadlubowych na elementy konstrukcyjne
statków zagro±one pkniciami lamelamymi. XI 1980.
B-015 N. Bieniek: Problemy budowy modell matematycznych w projektowaniu
syatemów wyposazenia okrtowego. XII 1980.
B-016 K Cichowski, K. Somla: .Badania eksperymentalne
wiaciwoci
dynam icznych konstrukcji okrtowych metodami cyfrowym i. Experimental
investigations of the dynamic properties of ship structures with digital
methods. 111981.
B-017 W. Ojak: Projektowanie i kontrola statku pod kq.tem drgañ. III 1981.
B-016 M. Banacki, A. Bujnicki: Badania modelowe ksztal'táw do moduiowego
LI
B-019 J. Kozlowski: Zastosowanie wzbudnika drgari do .dynamicznych : badati
- statków. IX 1981.
B-020 J. Kalicitiski: Ukiad napdowy statku jako nieliniowy objekt regulacji
automatycznej. Xli 1981. . .
-B-021 G C Volcy Wzajemne oddziaiywanie ukadu napdowego i kadkiba óraz ich - swobodne iwymuszone drgania. III 1982.
B-022 J. Piotrowski, W. Winiewski: Przektadnie pianetame bezjarzniowe typu
-
--WPSVl1982--:
B-023 A. Domatiski, J. Blm, A. Glazur, M. Urbaríczyk: Korozja w wodzie morskiej
kadlubowych poa,.czeñ spawanych ze szczegóinym uwzgdnieniem stati
przeznaczonych do ekspioatacji w niskich temperaturach. Vili 1982.
B-024 A. Giryn, K.. SomIa Hydroakustyczne rozpoznawanie biologicznych ceiów
podwodnych Xii 1982
B-025 Q. Skjbskj:
Ocena wjacjwocj
dynamicznych paszczowo-rurowychwymienników ciepla z przegrodami segmentowymi na podstawie ¡ch
odpowiedzi skókowych. Iii 1983.
B-026 J. Dudziak: Prawdopodobierístwo przewrócenia si statku pod dzialaniem
bocznej fall i wiatru. iV 1983.
B-027 L. Malak: Charakterystyka warunków falowania rnorskiego oraz
prognozowanie odzewu kadluba na to faiowanie. XII 1983.
B-028 O. Skibski: Systemy diagnostyki pracy okrtowych siiników wysokopr±nych.
XII 1983.
B-029 J. Dudziak: Prognozowanie cinie,i dynamicznych na powierzchni kadluba
statku plyna..cego na fall reguiarnej. IV 1984.
B-030 A. Galewski: Wstçpna probabilistyczna metodyka analizy wytrzymalociowej
statków otwartych. Viii 1984.
B-031 J. Kaliciriski, E. Peika: F'4umeryczne prognozowanie waciwoci
manewro-wych statku we wczesnych fazach projektowanla. Xii 1984.
B-032 M. Kubacka: Próbá opracowania normatywnego wzorca jakoci wymagati
ergonomicznych w okrQtownictwie. 11985..
-B-033 T. Laskowski: Dynamiczne metody wyznaczania redniego wspólczynnika
przenikania ciepta przez okrtowe przegrody izolacyjne. IV 1955. ...
B-034 N. Bieniek: Modeiowanie uktadów elekttycznych rnetoda. grafów wi.zarí.
Vii 1985.
B-035 K Szponar: Porównanie metod projektowania i badania okrçtowych
pdników rubowych na przyktadzie projektu pdnika kontenerowca. IX
1985.
B-036 W.. Ojak: Teoretyczno-doáwiadczaine rozwiq.zania dotyczace rubowych
waiów okrtowych mocowanych eiastycznie. Vi 1986. B-037 W. Gasparski: O projektowaniu inaczej. IX 1986.
B-038 W. Ojak: Drgania i halasy w wodzie wytwarzane przez statki rybackie. Czçá i. X 1986.
B-039 W. Ojak: Drgania i haiasy w wodzie wytwarzane przez statki rybackie.
B-040 Ai. Maksjmad±i: Dialektyka norrnowania wytrzymaloci kadK.ibów
okrtowych. III 1988.
B-041 W. Trafaiski: Strukturà prôblernatykirÖzwojowej w mechanice konstrukcji
pod katem potreb przemyslu okrtoWego. VII 1988.
B-042 W. Trafalski: Praktyka projektowania, jej uwrunkowania i postulaty. VII 1988.
B-043 W. Trafaiski: Wspomaganie jako przedmiot w okrtownictwie. VII 1988. B-044 W. Trafalski: Projektowanie, wspomaganie, komputeryzacja. Studiúm
metodyczne. VII 1988.
B-045 W. Trafalski: Postpowanie weryfikacyjne w komputeryzacji projektowania
okrtowego. VII 1988.
B-046 M. Kubacka: Ergonomiczne aspekty projektowania statków rybackich.
III 1990.
B-047 J. KaIicirski: Numerical simulation f ship manoeuvring tests with wind,
wave and shallow water effect taken intO account. IX 1990.
B-048 M. Kubacka, J. Urban: Produktywnoá. Productivity. VII 1992.
B-049 Sachiro Nagashima, M. Kubacka: Produktywho = efektywno. X 1992.
B-050 M.Kubacka: Oceanotechnika. X 1992.
B-051 L. Murawski: Metodyka obliczeri drgañ osicwych walów korbowych
wolnoobrotowych silników okrtoWyth. XI 1992.
B-052 A. Baczyríski, L. Konieczny, A. Listkowski: Zastosowanie metody
poszukiwania minimum w hiperpaszczy±nie stycznej do hiperpowierzchni
ograniczerí (TSM) przy optymalizacji ram. XII 1992.
B-053 M. Kubacka: Logistyka w gospodarce morskiej. III 1993. B-054 M. Kubacka: Ergonomia w oceanotechnice. VI 1993.
B-055 J. Bim: Ochrona przed körozjq i porastaniem okrtowych instalacjì
chodzacej wody mors kiej. IX 1993.
B-056 T. Zdybek: Wykorzystanle wyników systematycznych badañ modelowych charakterystyk hydrodynamicznych podwodzi statków nówej generacji do
oceny wplywu dryfu na ich wIaáciwoci ±eglugowe. X 1993.
B-057 W. Bogotko: Wspóczesne zagadnienia - ochrony elektrochemicznej
podwodnej czci kadubów statków. X 1993.
B-058 L. Murawski: Wybrane problemy wyznaczania
sprawnoci ukiadw
napdowych statków. Metodyka pomiarów i ich przetwarzania. XI 1993.
B-059 L. Murawski: Numeryczna symulacja stanów dynamicznych o±ysk giównych
wolnoobrotowych silnikóW okretowych. XII 1993.
B-060 A. Sowiak: Zastosowanie programu MAESTRO w analizie konstrukcji
masowca o noánoci 164 000 t. XII 1993.
B-061 J. Dudziak: Symulacja komputerowa kolysari boczñych statku na fali.
XII 1993.
B-062 M. Pawowski: -Energy loss in ship's collisions. IX 1994.
B-063 J. Jankowski: Experimental verification of mathematical models describing the ship moving on the free surface. XII 1994..
B-064 L Murawski: Numeryczna symulacja stanów dynamicznych tiumików drgaii
wzdlu±nych wolnoobrotowych silników okrtowych. XI 1994.
B-065 L. Murawski: Numeryczna symulacja stanów dynamicznych