Arctic Bulk Carrier - Aalto
Transcript of Arctic Bulk Carrier - Aalto
Kul-24.4110: Ship Project A Markus Mälkki, 84343C Assignment 4 Jesse Lehtonen, 84692L
Kul-24.4110: Ship project A
Arctic Bulk Carrier
Assignment 4:
Light Weight & Intact Stability
21.10.2014
Markus Mälkki, 84343C
Jesse Lehtonen, 84692L
Kul-24.4110: Ship Project A Markus Mälkki, 84343C Assignment 4 Jesse Lehtonen, 84692L
CONTENTS
1 Light Weight............................................................................................................................................... 1
1.1 Steel Weight ....................................................................................................................................... 1
1.1.1 Hand Calculation ......................................................................................................................... 1
1.1.2 Empirical Equations .................................................................................................................... 1
1.2 Outfitting Weight ............................................................................................................................... 1
1.2.1 Hatchway covers ......................................................................................................................... 1
1.2.2 Living quarters ............................................................................................................................ 2
1.2.3 Machinery space outfitting ......................................................................................................... 2
1.2.4 Miscellaneous ............................................................................................................................. 2
1.2.5 Main equipment ......................................................................................................................... 3
1.2.6 Outfitting total weight ................................................................................................................ 3
1.2.7 Comparison of results ................................................................................................................. 4
2 Center of Gravity ........................................................................................................................................ 4
3 Intact Stability ............................................................................................................................................ 5
3.1 Initial GM Estimate ............................................................................................................................. 5
3.2 Loading conditions ............................................................................................................................. 6
3.3 Stability criteria .................................................................................................................................. 6
References ......................................................................................................................................................... 8
Appendix A: Area Weights ................................................................................................................................. 9
Appendix B: CoGs and Total Weights ............................................................................................................... 10
Appendix C-1: Loading condition cargo 1 ......................................................................................................... 11
Appendix C-2: Loading condition cargo 2 ......................................................................................................... 14
Appendix C-3: Loading condition ballast 1 ........................................................................................................ 17
Appendix C-4: Loading condition ballast 2 ........................................................................................................ 20
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1 LIGHT WEIGHT
1.1 STEEL WEIGHT
1.1.1 Hand Calculation
The steel weight of the vessel is approximated first by hand calculations. Area masses are first calculated for
each major steel component based on the plate thicknesses and stiffener sizes and spacing. The steel density
used is 8000 kg/m3. The resulting area masses can be seen in Appendix A. Total weights of the members are
then acquired by measuring the area from the general arrangement in AutoCAD and multiplying it with the
calculated mass per square meter. The spreadsheet including the areas and total masses can be seen in
Appendix B.
1.1.2 Empirical Equations
Steel weight of the ship is estimated using simple method by Det Norske Veritas (1972) Total steel weight of
cargo ships can be estimated with the following formula:
where W = 8.51m3 is the section modulus of the midship area. This gives a steel weight estimation of 3508 ton.
However, this estimation doesn’t take into account ice strengthening of the ship. According to Schneekluth, a 180%
increase in the hull steel weight can be expected for Canadian ice class Arc 4. This is the best approximation for the
weight increase caused by ice strengthening. This results in a corrected steel weight of 6318 t. This is obviously very
rough estimation as there is not any detailed information about the effects of ice strengthening to the steel weight.
To obtain more accurate value, a direct calculation is made based on the known steel scantling values of the ship.
1.2 OUTFITTING WEIGHT Outfitting weight includes all weight components that are not taken into account in steel weight. For weight
calculation purposes, outfitting equipment and components are classified in different groups according to their
purpose and position in the ship. Following outfitting groups are utilized in the weight calculation procedure:
Hatchway covers
Living quarters
Machinery space outfitting
Miscellaneous
Main equipment
1.2.1 Hatchway covers
This group includes all cargo hatches and any internal drive mechanisms. The hatchway cover weight can be
approximated using a formula given by Malzahn [x]. The weight of single-pull covers on the weather deck
carrying a load of 1.75 t/m2 estimated with the following formula:
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Where Wl is the cover weight in tons, l is the cover length and d is the cover breadth. For all 5 hatchway covers
this gives a total weight of 173.4 t.
1.2.2 Living quarters
The equipment and outfitting in the living quarters include:
Cabin and corridor walls if not classed as steel weight.
Deck covering, wall and deck ceiling with insulation.
Sanitary installations and associated pipes.
Doors, windows, portholes.
Heating, ventilation, air-conditioning and associated pipes and trunking.
Outfitting weight in the living quarters can be related to the total area of these spaces. Typically for small and
medium sized cargo ships area weight for living quarters is 160-170kg/m2. In this case all interior spaces except
engine casings in decks 5, 6 and 7 are considered living quarters. Total area of these spaces is about 1051 m2.
By using area weight of 170kg/m2 this gives total living quarter outfitting weight of 178.7 t.
1.2.3 Machinery space outfitting
Machinery space outfitting includes all machinery components except main engines, generators, emergency
generator and propulsion unit system components.
This includes pumps, pipes, sound absorbers, cables, distributors, replacement parts, stairs, platforms, gratings,
daily service tanks, air containers, compressors, degreasers, oil cooler, cooling water system, control
equipment, control room, heat and sound insulation in the engine room, water and fuel in pipes, engines and
boilers. The weight of this group can be roughly estimated as a function of engine power P with the following
formula:
The lower values are used for more powerful units of over 10MW. As the total engine output of the project
ship is 19.1 MW, a lowest value coefficient of 0.04 is used. This gives total machinery outfitting weight of 765.6
t.
1.2.4 Miscellaneous
This group includes most of the equipment that are not yet taken into account in other groups including:
Anchors, chains, hawsers.
Anchor-handling and mooring winches, chocks, bollards, hawse pipes.
Wheelhouse console, control console
Protection, deck covering outside accommodation area.
Davits, boats and life rafts plus mountings.
Railings, gangway ladders, stairs, ladders, doors (outside living quarters), manhole covers.
Awning supports, tarpaulins.
Fire-fighting equipment, CO2 systems, fire-proofing.
Pipes, valves and sounding equipment (outside the engine room and living quarters)
Hold ventilation system.
Nautical devices and electronic apparatus, signaling systems.
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Boatswain’s inventory.
The final weight group is primarily a function of the ship’s size. There is a less marked dependence on ship type.
The weight of this group can be approximated by the following formula:
At this design state a value of 0.26t/m2 is used for C due to lack of better knowledge. This should give a
conservative estimation of the actual weight of this group. Calculated total weight of this group is 400.2 ton.
1.2.5 Main equipment
This group consists of the heaviest individual components that are shown in Table 1. Positions of these
equipment are well known so they can be taken into account when calculating center of gravity for the
outfitting weight.
Table 1 Main equipment
Main equipment
vertical location CoG
longitudinal location CoG
total mass
m m t
Generator Sets 10 26 292
Emergency Generator 16 18 10
Pod unit 7 12 399
Propeller 3 16 40
TOTAL 741
1.2.6 Outfitting total weight
Total outfitting weight is the sum of weight groups calculated above. Summary of outfitting weights and the
total weight is presented in Table 2.
Table 2 Total outfitting weight
Weight group Weight [t]
Hatchway covers 173,4
Living quarters 178,7
Machinery spaces 765,5
Main equipment 741,0
Miscellaneous 400,2
TOTAL: 2258,8
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1.2.7 Comparison of results
Due to the fact that there are no build arctic double acting ore carriers with ice class POLAR-10, comparison of
weight calculation results to the existing ships is a challenging task. As the ice strengthening has a massive
impact to the steel weight, it is not feasible to compare result with similar size ore carriers with different ice
class or no ice class at all. It is also not feasible to compare result with different types of ships, even if they had
the same ice class.
Weight value used in the intact stability calculations is taken as the sum of steel weight calculated using area
weights and outfitting weight calculated with formulas in the previous section. These calculation methods gave
the most conservative results. In addition, 10% reserve is added to the total weight. This gives a total
lightweight of 9405 ton that will be used in stability calculations.
2 CENTER OF GRAVITY
The location of the center of gravity for the vessel is calculated both in longitudinal and vertical direction. The
vertical distance of the center of gravity (VCOG) is measured from the baseline and the longitudinal distance
(LCOG) towards bow from frame #140, which is the mid frame of the ship.
Calculation of the COG is based on the previously calculated weights of the structural members and weights
and locations of major outfitting equipment such as main engines, propulsion unit and anchoring gear. As the
locations of these members are known, the locations of the COGs can be approximated. For the calculations of
center of gravity only the weights of large main equipment is taken into account as those are the most local
weight components. Other globally large weight components, such as pipes, are more evenly distributed over
the extent of the ship and have thus smaller effect on the center of gravity calculations and can be omitted at
this phase of design.
For members of large quantity, such as frames, the COGs are combined to one approximated location. The
ships total COGs are then calculated by taking a mass-weighted arithmetic mean of the location coordinates.
Resulting COGs for the ship and different components of the ship are presented in Table 3. More thorough
spreadsheet is presented in Appendix B: CoGs and Total Weights.
Table 3 Weights CoGs the of Ship and components
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3 INTACT STABILITY
3.1 INITIAL GM ESTIMATE At first the metacentric height, GM, of the ship is estimated using approximate formulas [1]. This will give some
reference for the more accurate stability results to be taken from NAPA and if the values are reasonable. A
loading case where the cargo holds are full is used for this calculation. The metacentric height can be calculated
with the following equation
𝐺𝑀 = 𝐾𝐵 + 𝐵𝑀 −𝐾𝐺,
where KB is the vertical location of the center of buoyancy from the base line and BM is the metacentric radius.
They can be calculated with the following equations
𝐾𝐵 =𝑇(2.5 − 𝐶𝑤𝑝)
3
𝐵𝑀 =𝐼𝑇∇
where IT is the transversal moment of the water plane area and Cwp is the water plane area coefficient. The
resulting GM at design draught is 4.3 meters, which can be seen from Table 4.
Table 4 Estimate of Metacentric Height With Full Cargo Holds
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3.2 LOADING CONDITIONS Due to the fact that the deadweight distribution in ore carrier is varying greatly based on the loading condition
(iron ore cargo, ballast etc.), NAPA model is used to estimate floating position and metacentric height GM with
different load setups. It is not meaningful to check the stability in every possible loading condition, as there
would be practically infinite amount of different combinations to fill the tanks and cargo holds. Instead we are
using 4 different loading conditions that are considered as the extreme cases. If the vessel fulfills stability
criteria in these extreme loading conditions, it can be assumed that the criterion is also met with all the
“intermediate” cases. Loading conditions used in the stability checks are described in the Table 5. Fuel oil tanks
include MDO day tanks and setting tanks. System fluid tanks include lubrication oil tanks, sludge tanks and
fresh water tanks.
Table 5 Extreme loading conditions
Loading condition Iron ore Fuel oil System fluids
Cargo 1 Full Full Full
Cargo 2 Full Empty Empty
Ballast 1 Empty Full Full
Ballast 2 Empty Empty Empty
Ballast water tanks are filled to achieve design draught and zero trim in every loading conditions. As the vessel
can achieve design draught even in ballast condition 2, it can be said that the ballast water tank capacity is
sufficient in all situations.
Cargo condition 1 shows that the cargo capacity of the vessel is about 20700 ton in normal operation with full
fuel oil stores and system fluid tanks. Total deadweight is about 23460 ton at the design draught. Detailed
loading conditions and stability checks are presented in Appendix C.
3.3 STABILITY CRITERIA Values from the stability calculations of different loading conditions are compared to the required values by
IMO Resolution A.749. IMO requires certain minimum values for metacentric height (GM), righting lever arm
(GZ) and the area under the righting lever curve up to heeling angle 30° and 40° as well as for the area between
those angles. The maximum of GZ should also be located beyond required heeling angle. Required values as
well as attained values for different loading conditions are shown in a Table 6.
Table 6 Stability criteria for different loading conditions
Loading condition GM (m) GZ (m)
AREA30 (mrad)
AREA40 (mrad)
AREA30-40 (mrad)
GZ max angle (deg)
Cargo 1 3.97 1.98 0.54 0.88 0.34 40.14
Cargo 2 3.98 2.03 0.55 0.89 0.35 40.57
Ballast 1 5.41 2.98 0.74 1.22 0.48 48.79
Ballast 2 1.04 2.79 0.65 1.09 0.45 >50.00
Required 0.15 0.20 0.06 0.09 0.03 25.00
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As can be seen, all loading conditions fulfill the criteria by a large margin. This is most likely due to the low KG
of the vessel caused by heavy iron ore cargo located below the waterline. There are also large ballast water
tanks in the double bottom that lower the KG in ballast conditions. These results are similar with the initial GM
estimation calculated earlier.
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REFERENCES
[1] Matusiak J., Short Introduction to Ship Theory (Part 1), Otaniemi 2008
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APPENDIX A: AREA WEIGHTS
Steel Area Weight
Hull
Plate
thickness
Steel
density
Plate area
weight
Stiffener
weight
Stiffener
spacing
Girder
weight
Girder
Spacing
Total
Area
Weight
m kg/m3 kg/m2 kg/m m kg/m m kg/m2
Bottom plating 1,50E-02 8000 120 15,1 0,7 0 2,4 141,6
Tank top 1,30E-02 8000 104 29,8 0,7 0 2,4 146,6
Main deck 2,00E-02 8000 160 23,7 0,7 0 2,4 193,9
Longitudinal BHs 1,50E-02 8000 120 11,1 0,7 0 2,4 135,9
Side plating ice belt 3,60E-02 8000 288 30,2 0,6 259,2 2,4 446,3
Side plating above 2,70E-02 8000 216 15,1 0,7 0 2,4 237,6
Side plating below 2,70E-02 8000 216 15,1 0,7 0 2,4 237,6
Tween deck between BW 1,50E-02 8000 120 11,1 0,7 0 2,4 135,9
Tween deck aft 1,50E-02 8000 120 11,1 0,7 0 2,4 135,9
Girders 1,50E-02 8000 120 11,1 0,7 0 2,4 135,9
Frames 1,50E-02 8000 120 11,1 0,7 0 2,4 135,9
Machinery Deck 1,50E-02 8000 120 23,2 0,9 110 2,4 191,6
Aft hull 2,70E-02 8000 216 25 0,7 130 2,4 305,9
Bow Hull 2,70E-02 8000 216 25 0,7 130 2,4 305,9
Transversal BH mid 2,00E-02 8000 160 0 0,5 0 2,4 160,0
Transversal BH aft 1,50E-02 8000 120 11,1 0,7 0 2,4 135,9
Transversal BH bow 1,50E-02 8000 120 11,1 0,7 0 2,4 135,9
Deckhouse
Plate
thickness
Steel
density
Plate area
weight
Stiffener
weight
Stiffener
spacing
Girder
weight
Girder
Spacing
Total
Area
Weight
m kg/m3 kg/m2 kg/m m kg/m m kg/m2
Aft Weather deck 1,00E-02 8000 80 23,7 0,5 0 1 127,4
4 th deck 5,00E-03 8000 40 5,4 0,9 110 2,4 91,8
5 th deck 5,00E-03 8000 40 5,4 0,9 110 2,4 91,8
6 th deck 5,00E-03 8000 40 5,4 0,9 110 2,4 91,8
7 th deck 5,00E-03 8000 40 5,4 0,9 110 2,4 91,8
Bridge deck 5,00E-03 8000 40 5,4 0,9 110 2,4 91,8
Compass deck 5,00E-03 8000 40 5,4 0,9 110 2,4 91,8
Long BHs 5,00E-03 8000 40 5,4 0,9 110 2,4 91,8
Trans BHs 5,00E-03 8000 40 5,4 0,9 110 2,4 91,8
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APPENDIX B: COGS AND TOTAL WEIGHTS
Hull
vertical
location CoG
longitudinal
location CoGarea mass area quantity total mass total mass mass*VCoG mass*LCoG
m m kg/m2 m2 - kg t t*m t*m
Bottom plating 0 103 141,6 3100 1 438871 439 0 45204
Tank top 3 103 146,6 3100 1 454371 454 1363 46800
Main deck 14 103 193,9 3225 1 625189 625 8753 64394
Longitudinal BHs 7 100 135,9 1400 2 380400 380 2663 38040
Side plating ice belt 10 103 446,3 642 2 573092 573 5731 59028
Side plating above 12,75 103 237,6 304 2 144443 144 1842 14878
Side plating below 4,25 103 237,6 875 2 415750 416 1767 42822
Tween deck between BW 10 103 135,9 725 2 196993 197 1970 20290
Tween deck aft 10 46 135,9 490 1 66570 67 666 3062
Girders 1,5 100 135,9 370 5 251336 251 377 25134
Frames 1,5 100 135,9 151 60 1230866 1231 1846 123087
Machinery Deck 10 22 191,6 630 1 120715 121 1207 2656
Aft hull 8 26 305,9 1480 1 452704 453 3622 11770
Bow Hull 5 164 305,9 1200 1 367057 367 1835 60197
Transversal BH mid 7 103 160,0 110 3 52800 53 370 5438
Transversal BH aft 7 20 135,9 160 5 108686 109 761 2174
Transversal BH bow 7 156 135,9 130 2 35323 35 247 5510
TOTAL 5915 35019 570485
Deckhouse
vertical
location CoG
longitudinal
location CoGarea mass area quantity total mass total mass mass*VCoG mass*LCoG
m m kg/m2 m2 - kg t t*m t*m
Aft Weather deck 16 11 127,4 188 1 23951,2 24,0 383,2 263,5
4 th deck 16 24 91,8 501,6 1 46063,6 46,1 737,0 1105,5
5 th deck 19 24 91,8 501,6 1 46063,6 46,1 875,2 1105,5
6 th deck 22 24 91,8 501,6 1 46063,6 46,1 1013,4 1105,5
7 th deck 25 26,5 91,8 360 1 33060,0 33,1 826,5 876,1
Bridge deck 28 26,5 91,8 360 1 33060,0 33,1 925,7 876,1
Compass deck 31 26,5 91,8 360 1 33060,0 33,1 1024,9 876,1
Long BHs 23,5 25 91,8 335 2 61528,3 61,5 1445,9 1538,2
Trans BHs 23,5 25 91,8 290 2 53263,3 53,3 1251,7 1331,6
TOTAL 376,1 8483,5 9078,1
Equipment
vertical
location CoG
longitudinal
location CoGtotal mass total mass mass*VCoG mass*LCoG
m m kg t t*m t*m
Generator Sets 10 26 292000 292 2920 7592
Emergency Generator 16 18 10000 10 160 180
Pod unit 7 12 380000 380 2660 4560
Anchors 6 155 171000 171 1026 26505
Windlasses 16 155 5000 5 80 775
Lifeboat 16 2 6500 6,5 104 13
Boiler 10 21 23000 23 230 483
Hatch Covers 14 103 170000 170 2380 17510
Propeller 3 16 40000 40 120 640
BW Pumps 3 150 11000 11 33 1650
TOTAL 1108,5 9713 59908
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APPENDIX C-1: LOADING CONDITION CARGO 1
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APPENDIX C-2: LOADING CONDITION CARGO 2
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APPENDIX C-3: LOADING CONDITION BALLAST 1
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APPENDIX C-4: LOADING CONDITION BALLAST 2
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