Report No. 70-082 RC
Description of the N.S.M.BS rogram for dsign and economics of general cargo ships.
N.S.M.B. Order No. 0. 69-512 RC. Ordered by: Netherlands Ship Re-search Centre, Deift. June
1970.
Description of the N.S.M.B.
pro'am
for design and economics of general cargo ships.N.S.LBO Order No.: 0. 69-512 RC.
Ordered by: Netherlands Ship Research Centre, Deift.
Order No.: 208a (NSS/S5).
j Ir. J.Holtrop.
NETHERLANDS SHIP MODEL BASIN PAGE
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No0 70-082-RC
PAGE
Contents: page:
Summary. I
I Introduction. 2
2 How the design program is built up. 4
2.l Structure of the design program for constant L and Cb0 5 2.2e Iterations and convergence of the design process0 9
3 Economical part of. the program. 10
4 Results. 12
5 Suggestions for further development. 16
Literature. 17
Figures. (Ii)
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No. 70-082-RC
PAGE
1.
Summary.
A description is given of a ship design. computer program for general cargo ships.
With this program both technical and economical features of alter-native designs can be studied by means of a variation study or by
an optimization calculation.
As an example some design calculations have been carried out with input data derived from two existing cargo ships.
NETHERLANDS SHIP MODEL BASIN
WAGEN INGEN Report No0 70-082-RC
PAGE 2.
l Introduction.
The traditional design methods had the great disadvantage of taking too much time0 As time schedules for designing are mostly very
tight it was hardly feasible to consider alternative solutions of the ship design; the lack of time restricted in most cases also the study of the economical consequences of alterations in ship dimensions0
The application of electronic computers to ship design offers now the possibiLity of studying the.feasi1i1ity of alternative designs both on technical and economical aspects in a fast way0
Regarding the computer aided design.
process, several remarks can be made:
The design process should be built up as fundamentally as possible; this implies that empirical formulas like the relationship: block coefficient versus Froude number, should be discarded.
In this case the computer can make several designs using various block coefficients while a suitable economical
criterion indicates the best alternative.
However, the extent of designing alternative ships is res-tricted practically by the available computer capacity, because a variation of all parameters, which can be
al-tered, involves a large and costly amount of computing time. Therefore it is an important condition that the denign pro-cess should be a fast converging systemd
The faster the design program works the more variatiò.ns can be generated.
It is important too that the accuracy of the results
is sufficient.
At léast the same degree of accuracy should be obtained compared with the results from conventional design methods. As a ship design
program generally is built up as a combi-nation of subprograms, like weight-,
freeboard- and cargo.
hold volume calculations, greatest care has to be taken that each of these subprograms ensures a sufficient accuracy.
The
convergence limits in the main program ought to be attuned to the accuracy of the subprograms0
It is essential that the design process proceeds without intervention by the computer operator0
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No. 70-082-RC
PAGE
30
This means that good interpretation of interim situations and decision making routines should be incorporated in the ship design. proam.
NETHERLANDS SHIP MODEL BASIN
WAGENIPIGEN Report No. 70-082-RC
PAGE Li..
2 How the desi program is built up0
As a starting point for further development the computer program of Gallin was used0
ii],
Although this program, as a first step in automating ship de-. sign, is a goodworking tool for designers, there are several directions in which improvement is possible.
In Gallin's program the determination of two basic ship dimensions, the length and block coefficient, is based upon an empirical rela-tionship.
As mentioned in the introduction the elimination of such empirical formulas should be an important step forward when applying elec-tronic computers to ship design.
The present program, developed at the N.S.M.B. and described in this report, is based upon the principlè of avoiding
tion of empirical relationships.
This program (see Fig. 1) works with a design stant L (length) and Cb (block coefficient).
The determination of L and Cb can be done in two ways: l)Byineans of a variation study:
In this case the computer generates a number of
designs with systematically varied L- and Cb-values. By plotting the economical results the designer can choose the most feasible ship.
In this case optimization is carried out by hand0 2) By means of an automatica], optimization process the
computer itself finds out the best solution for the length and block coefficient according to an econo-. mica], citerion chosen by the designer0
routine
the applica-for
con-NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No. 70-082-RC
PAGE
5.
2.1 Structure of the design program for constant L and Ob.
As shown in the simplified flow diagram
(Fig0
2), the process is based upon an iteration system containing5 loops:
-
draught restriction - freeboard regulations - stabilitycargo hold volume - displacement
The program starts with the determination of the internal arrange-ment of the ship.
In this subprogram the number of transverse bulkheads is determined. according to Lloyds rules; it has been made possible, however, to have additional or less bulkheads,
In this subprogram the length of the qargo holds and shafttunn.el is calculated and the height of the double bottom is determined.
In case of a draught restriction, the breadth is corrected if the draught exceeds the input value for
Tm
The 1966 freeboard rules determine the depth D in the case that the cargo hold volume is sufficient.
Corrections for block coefficient, depth, sheer, length and height of superstructure are taken into account when applying these free-board rules.
From the service -speed, the range, the installed horsepower (both. main and auxiliary engines) and the specific fuel consumptions,
the fuel capacities and weights are calculated in the subpro-gràm for fuel capacities.
The subprogramfor stability (basedupon initial stability only) regards two typical circumstances:
The ship fully and. homogeneously loaded, with fuel and fresh water on hoard.
As 1), but without fuel and fresh water.
Thrée criteria for the determination of the most desirable breadth-depth ratio (BDR) are used:
- condition 1) 3% of breadth
- condition 1) minimum (input datum)
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No. 70-082-RC
PAGE
6.
Thus by using he greatest value of converted to condition 1) the stability calculation yields the optimum breadth-depth ratio0 If there is a. draught restriction, only the lower limit of initial
stability is considered, otherwise breadth and depth are corrected to give the ship an optimum stability.
The cargo hold volume is calculated according to the method oí Woortmnan and de Ranitz,
{3]
The centres of gravity above the keel of .both bale- and grain space are computed with this method.too.
An additional routine for calculating the horizontal position of the Oentre of gravity of the cargo hold volume has been added to this method.
If the cargo hold capacity is less than required, the process can continue in two ways:
- In case of optimum stability (no draught restriction) the program is repeated with both corrected breadth and depth. - In case of a draught restriction, when the stability is
greater than optimum, the program is repeated with a cor-rected depth only.
In both cases the depth is not determined solely by the freeboard rules.
The resistance calculation is carried out according to Lap's method, [4].
Corrections for a bulbous bow and the position of the centre of buoyancy are taken into account too0
The subprogram for propulsión contains empirical formulas for wake and, thrust deduction [5], 6].
In this subprogram a preliminary propeller design is carried out using the B-series-polynomials for the thrust and, torque coeffi-cients [7] ,
The screw design can be nade in two ways:
- If there is a directly driven propulsion plant, the number of revolutions is deterained by the installed engine.
In this case the propeller diameter is optimized.
- If there is a reduction gearing, the screw diameter is taken as large as possible and. the number of revolutions is found by optimizing the propulsion coefficient0
After having determined the required engine power the program
con-tinues by choosing the most appropriate engine from an engine cata-logue.
NETHERLANDS SHIP MODEL BASIN
WAGEN U N GE N Report No0
70-082RC
PAGE
7.
Three types of propulsion plants can be taken into account: - For single screw ships: directly driven, slow
speed engines.
- For single screw ships: medium speed engines with a reduction gearing.
- For twin screw ships: medium speed engines with a reduction gearing.
From the engine catalogue both the main dimensions of the propul-sion installation and the costs of that particular engine are known; the first make it possible to determine the length of the engine room.
if the machinery space is situated aft, the breadth of the engine seating is taken into account too when calculating the length of the engine room.
The weight of the ship is calculated in two subprograms, one for the shipbuilding and one for the machinery part.
The steel weight calculation is carried out according to Carstens, [9], and the weights of outfit, equipment and machinery to the method used by Gallin,
ti]
In the weight calculations 55 groups of weights are considered and these groups are uséd both in the centre of gravity ôalcula-tions as well as in the building cost subprogram, later on, in the economical part of the program.
The trim is calculated after the determination of the centres of gravity in height and in length. Both for forward and aft trim, limitations can be given as input data.
If there is a horizontal distance between the optimum position of the centre of buoyancy and the longitudinal centre of gravity, the first step in avoiding trim is to change the double bottom a.rran-gement.
The position of the clean water ballast tanks is chosen such that the centre of gravity moves in the direction of the optimum L.C.B. If this measure yields no sufficient result the centre of buoyancy is moved in the direction of the centre of gravity until the total trim is within the allowable limits0
If the displacement calculated from the total weight differs from the original displacement the whole design process is repeated.
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No. 70-082-RC
PAGE
8.
Concluding, a few remarks can be made:
The design philosophy used in this program can be described shortly as:
- normally, in case of unlimited draught and when the applica-tion of the freeboard rules yields a sufficient cargo hold volume, the stability of the ship is optimum.
- In case of a draught restriction the stability is greater than optimum.
- .In case of insufficient cargo hold volume d.ue to the free-board rules, the ship is designed as a ship with extra.free-board.
A subroutine for determining the trial speed if the service speed is given as an input datum is incorporated in the resis-tance subprogram.
Conversely, the service speed can be calculated when the trial speed is given.
In the resistance, as well as in the weight-, centre of gravity-and. centre of buoyancy determination the influence of a bulbous bow, if any, is involved in the calculations.
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No0 70-.082-Ra
PAGE
9.
2.2 Iterations and convergence of thé desii process.
As the iterations for the freeboard and for the displacement
converge quickly enough when the calculated values are substituted. for the original ones, this iteration method is used for both the freeboard and the displacement loop.
For the other loops (draught restriction, stability and cargo hold volume) another iteration system than the one used by Gallin had
to be chosen.
The method used in the N.S.M.B.-program is based upon an iteration system working with corrections which are determined by the design process.
In this method the corrections are calculated as a function of the difference between the actual and the required parameters.
In
Fig0
3 this method is illùstrated for the stability and cargo hold volume loops.The reason for adapting this fast converging method were:
- Corrections of breadth and depth can be positive or negative. This gives the possibility of correcting B and. D in the
oppo-site direction if a first correction of B and D has been too large.
As Gallints program works with positive, constant correc-tions only, the accuracy of the results depends on the cor-rection step and the results are influenced by the initial values of B an D when these have been estimated too large. - The convergence is very fast.
As the correction-values are depending upon the measure by which some present values differ from the required values,
the calculation speed is practically not influenced by the initial values.
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Repert No0 70-082-RC
PAGE 10.
3. Economical part of the program.
Most of the economical calculations used in the N.S.M.B. program are taken from Gallin's program.
First the building costs are calculated.
The total building cost consists of the costs for steeiwork, equip-ment, outfit, machinery, general cost and overhead.
These calculations are based upon the weight groups and the engine catalogue0
The capital charges are calculated for both borrowed and own capi-tal and are based upon an annuity factor, calculated with a given time and interest (inputdata).
Six typical insurances are, considered: - hull and machinery - collision
- total loss
- freight revenue - luggage
- protection and indemnity
For each of these insurances the premium is determined according to Gallin.
Maintenance costs for both the ship and the machinery are deter-mined.
The repair costs are based upon a constant value which increases every 4 years due to the. classification surveys.
Costs for crew wages and victualling are calculated.
All these costs are independent of the operation of the ship.
The costs which depend on the operations are calculated in a simple simulation model:
In this model the revenues from the freight transport, the costs of fuel and fresh water, port and canal dues are determined0 Also the cargo handling costs are considered.
For every harbour 'the quantity of the available cargo has to be given as an input datui.
The available cargo can be given in two ways: - a fixed amount
- an amount related to the Ship capacity.
The stowage factor is considered too. when calculating the trans-ported cargo0
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No0 70-082-RC
PAGE 11.
The speed of the ship between two ports is calculated by means of the resistance program from the design part of the program, taking into account a possible reduction in draught0
At the end of the program several ecônomical criteria are
calcula-ted:
- AAC (average annual cost)
- Remunerativeness (
innt
100%) - CRF (capital recovery factor)- RFR (required freight rate) - Building costs
- Profit
If an optimization has to be carried out, the designer chooses one of these criteria and by 'means of a 2-dimensional quadratic opti-mization routine the optimum values for the length and. the block coefficient are found.
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No. 70-082-PC
PAGE 12.
LI. Results.
Design calculations were carried Qut with input data existing ships0
For the first examplethe 'Marburg, a ILI-.5 kt, 6825 screw cargo ship, was chosen, [10].
The principal characteristics of this ship are:
'service=
145 kt
With these values and supplementary input data design calculations were made.
The agreement between the actual and the calculated values turned out to be very close; see the computer results in the appendix. For the 'Marburg' 4 variations have been calculated:
1) A variation in length with Cb = 0.676 T)
2.) A variation in length with Cb = 0.646 Cb = constant A variation in length with Cb = 0.706
J
A variation in block coefficient with L = 11057 in. The technical results of the length variation with Cb = 0.676 are plotted in Fig0 4.
It is clear that the increase in length causes a decrease in breadth. .
Ships shorter than 113.7 n have the maximum allowable draught.
As B decreases while increasing the length, the stability decreases
too0
As for ships longer than 1137 n the stability is minimum, B cannot decrease much more when making the ship longer; as the displacement is nearly constant and B does not decrease. much, the draught decreases.
Ships longer than 118 m have a minimum freeboard, (the grain capacity is then greater than the minimum)0
When making the ship shorter than 118 n the depth D has to be increased to ensure the minimum grain capacity
taken from
tdw single
Lpp = 110.57 n
Vtii
= 15.1 ktB = 160LIQm Power = 3600 rnhp
D =
9.9Oni
Cb= 0676
T = 7.88in Grain space = 343321 cuft
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No. 70-082-RC
PAGE 13.
The slope of the D-curve between 113.7 and 118 in is greater than the slope of the D-curve of shorter ships. This is caused by the change of the slope of the B-curve.
The fact that B still decreases when the ship has the minimum stability, (L> 118 in) is caused by the decreased depth resulting in a lower centre of gravity.
The power decreases with increasing length.
This is caused not only by the influence of the length but also by the decreasing breadth.
The discontjnuitjes in the required power curve are due to the. change from one engine to another. (Indicàted, with I, II and III). The use of an engine catalogue with discrete values for power, rotative speed and weight causes these discontinuities.
At the points where another engine has t be chosen discontinuities appear not only in the power curve (a change of the number o±
revolutions yields a different propulsive coefficient), but also in the light weight-curve (change of.engine weight).
The economical results are shown in Fig.
5.
For the determination of the yearly operating costs 4 typical voyages have been calculated, which, together, are supposed to represent average yearly operating conditioras.
The available cargo for each of these voyages is given in the following scheme:
voyage number available cargo
stowage factor
1 50 perc. of net deadweight
100 cuft/t
2 80 perc. of net deadweight
70 cuft/t
3 3000 t 100 cuft/t
4 8000 t
70 cuft/t The building cost curve has the same tendency as the lightweight-curve from Fig. 4.
The d.iscontinuities due to the use of the engine catalogue yield also discontinuitjes 'in the building cost curve, especially for the machinery part.
These discontinuities can be found too, therefore, in the curve for average annual costs, capital recovery factor and required freight rate.
Because for ships longer than 118 in the cargo hold volume in-creases, the slope of those two economical criteria in which the
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report No. 70-082-RO
PAGE 14.
revenues from the freight transportation are involved changes suddenly at L = 118 in (RFR and .CRF).
This is caused by the fact that the revenues from the freight transportation partly depend on the cargo hold volume.
The results of the other variations in length, with Cb = 0.646 and Cb = 0.706, are shown in Figs. 6-9.
Generally the shape of the curves in these Figures is nearly the same as in the Figs. 4 and 5, described before.
The results of the block coefficient variation are shown in Figs. 10 and 11.
Ships with a Cb<0068 have the maximum allowable draught of 7.88 in and the stability of these ships is greater than the minimum.
The breadth of the ship decreases when Cb increases; the slope of the B-curve is not so great for ships with a Cb> 0.68.
Ships with Ob > 0.68 have minimum stability.
As D decreases for Cb ) 0.68, yielding a lower, centre of gravity, B can still decrease in this region.
Over the whole region the grain capacity has the minimum value. As B is nearly constant for Cb ) 0.68, D can decrease a little to secure a sufficient cargo hold volume when Ob increases.
The power curve is rather flat and at Cb = 0.702 instead of no. I, engine no. II has to be chosen.
This discontinuity yields also a discontinuity in the light weight curve.
The economical results (Fig. 11) give rather flat curves.
The shape of these curves is mainly determined by the building costs curve and the power curve of Fig. 10.
As another example an attempt has been made to design a ship
with input data taken from the Hammonia', a 22 kt,
9900
tdw single screw, cargo liner, 11]The principal characteristics of the 'Hammonia' are:
Lpp = 152.25 in B =
22.00m
D. = l30l5.m T ,=8.67m
Dw =9900t
trial Cb Power Grain space Light weightThe computer results have been added in the appendix. = 22.0 kt
= 0564
= 18400 m.hp = 751500 cuf t = 6950 t
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report no0 '70-082-RC
PAGE 15.
Although in this case the similarity between the existing and calculated values is not so close as with the first example, rather good results have been attained with the desiga program0
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report no. 70-082-RC
PAGE 16.
50 SuRestions for further development.
As the economical part of this program is rather simplified, further development will be in the direction of improving these economical calculations.
After these improvements have been made it would be advantageous to build up a program that can be used to analyse existing ships
(both on technical and economical features).
0f course mamy existing subprograms can be re-used in the new
pro-gram.
As the N.S.M. cargo ships, programs for
B.-program is suitable only for conventional general an obvious extension would be to build up similar other ship types0
NETHERLANDS SHIP MODEL BASIN
WAGENINGEN Report no. 70-082-RC
PAGE 17. Literature. [i] .c. Gallin,
[63
S.A0 Harvald, C. Gallin,W.POA. van Lainneren, J.D. van Manen, M.W.C. Oosterveld J0 auf'm Keller, H. Carstens, H Benford, H. Benford,
Bestimmung der Einfliisse von Entwurfs-und Reederei-Kenngrssen auf die
Wirt-schaftlichkeit eines Schiffes unter Einsatz elektronischer Rechenanlagen. Dissertation 1967.
Entwurf wirtschaftlicher Schiffe mit-tels Elektronenrechner.
Jahi'buch der Schiffbautechnjschen Ge-sellschaft 1967e o 269.
Graaninhoud en bijbehorend
zwaartepunt in het voorontwerpstadium0 Schip eñ Werf,
5 mel
1967.Diagrams for determining the resis-tance of single-screw ships.
Publication no. 118 of the N.S.MB. International Shipbuilding Progress, volume 1, no. 4-1954.
Fundamentals of ship resistance and propulsion, part B: Propulsion.
Publication no. 132a of the N.S.M.B. Wake of merchant ships. Doctor's thesis.
The Danish technical Press, Copenhagen, 1950.
The Wageningen B-screw Series. S.N.A.M.E. 1969.
Enige aspecteri bij het ontwerpen van scheepsschroeven.
Schip. en Werf 1966, no. 24.
Ein neues Verfahren zur Bestimmung des Stahlgewichts von Seeschiffen0 Hansa, 104, 1967. p.18640
General Cargo Ship, Economics and Design0 University of Michigan, 1962e On the Rational Selection of Ship Size. Paper for the Pan American Congress of Naval Architecture and Marine
Trans-J0J.
Woortman, en F.J. de Ranitz A.J.W. Lap,NETHERLANDS SHIP MODEL BASIN
WAGENINGEN ReDort no. 70-082-RC
PAGE I L) o tI 4] H0 Benford, [11] J Fetzlaff, A. Grisch1, H.D. Albers
portation0 Rio de Janeiro 1966e The practical Application of Econo-mics to Merchant Ship Design.
Vakantieleergang, Werktuig- en Scheeps-bouw te Deift 1965e De Ingenieur
1966.
Schiff und. Hafen, September1958,
p.731.
(Description of the 'Marburg'). Schiff und Hafen
1965,
o507.
(Description of the 'Haminonia')0DESIGN INPUT DATA
basic requirements
-
specifications
data suppi. by yard
initial values
values for intervening
directing values
CHANGE
i. and Cb
SHIP DESIGN and ECONOMICSGENERAL PROGRAM
BUILDING COST
i/IS BUILDINGCOST
\ECONOMICAL CRITERION
CR I T BU IL D. CO ST INPUTDATA
DESIGN PROGRAMfor
CONSTANT Land Cb
JL and Cb HAVE BEEN
N\ALTERED SUFFICIENTLY
Y/ARE ECONOMICAL
\ICALCULATIONS INVOLVED'
VARIATION STUDY ?>Y
FIND OPTIMUM L&Cb
DESIGN TABLES
- weight tables
- shipform tables
-. engine catalogue
CRIT= ONE OF 6 CRITERIA OPERATING COST
(6 CRITERIA)
f FIG.1N/NEXT LorCb \y
\AVAILABLE ?
j
ECONOMICAL DATA
data supplied byyard
data supplied by
shipowner
CHOOSE NEW
VALUES for L_d
DESIGN PROGRAM
for constant Land Cb
B/DBDR >N
Y
INTERNAL ARR.t
L. B.Cb. 1.0 29TEST: T > Tmax
FIG.2DISPI.
D = Ds
CORR. B andD
I CORRECT D
FREEBOARD REG..IDSJ
/is iteration for
( cargo hold
\ carried out
Yf FUEL CAP.
f STABILITY-IBDR
T = Tmax Y<B,<BDR
CORRECT B and D f N< B/D BDR [CARGO HOLD VOLIf-.<TESÎ: CARGO HLD<CARGO H.mjn>
I RESISTANCE I I PROPULSION I f ENGINECHOICE i ILE NGTH of ENG. R.f [WE IGHTS-I.DISPL11 fCENTRES of GRAV.1 JTRIM
ç___kIDlSPL_DlSPL1kE>N
DISPL=DISPL i I COR RE C T '.4 D =Ds .4<Ds
STABILITYand CARGO HOLD VOLUME
TES1SB= D. BDR
t
CARGO HOLD VOL.
-' KUB
Y
KUB<KUBmin
-
A3R5= i
KUBKUBmjnI<A3)L4...
DKUB (KUB min _..KUB). Cl ¡ R 5 O
BB '1
DKUB.BDRKUB.(l+BDR)
D=D.(1+
DKUBK U B. (1 + B D R)
a good yalue for C ¡s 0.8
FIG. 3 JSTABILITY - BDR
T>
Tmax-1>--B/D<BDR_A2
>N'-t____
N(JB/DßDRI<2
>1
YR5O
D=D.(l+)
YB/D<BDR+A2>N
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NETHERLANDS SHIP MODEL BASIN
WAGENINGEN
Report no. 70-082 RC
PAGE
Appendix:
LENCTH NEADTH L)EPTH
OPAUGH T
DEADWEIGHT (T) -
685
CARGO CAP. (NET. l)vi.) (1) 61i
SERVICE PEEL) - ()
TRIAL SPEED (N) IS.1Ç,
E0U1M PUWER
(MHP)POJLk (MHP)
INSTALLED
3LOCK COtFFICIENT PRISMTIL COIfFE ICTENI
MIDSHIID Cí)EFF lUtENT
WATEPPLAi'JE. COEEFJC1.NT
O.7
VERTICAL PRISMATIC C'ìFFiLftNT
L.C.R. FUPWAPL) O i/?L ('-EPC, L)
O.CO
¿ NO OF DEC<SÑU :0E TkNSVERSE U.LKHAL)S
NO OF HOLDS
N.OFHULD5 AFT (JE IACH. SPCE
LENGTH OF HOLDS (M) 2U.S1
DiSTANCE AFTP.MULKHLA.P. (ML 7.UU
JISTANCE AFT.HULH.
TkLKH.
4.1L.NGTH OF 1OINE UUM
(v)
DC'UcLE OTTOM CAC I T (M 4U .-7
VOLUMt W- SIPLT1CTftE
(M3)DEPTH OF CNTLM (1kL)EF (M) i
CAPAC1TtHEAVY O-IL (T)
CAPACITY UIEEL NIL (T) Ilu
_CAPACITY LUETC. UIL (fl S
CAPACITY FkE5H vJTEk (T) C:LEJkNW. BALL. CAR. (u_H. ONLV) (T)
TRIM TAHJ.L1.TY PAP11CIILL
TOTAL TRIM (HUM,
Lon (LFT+
H) V)GM(HOM.LOADEF),1TTh EJELI
.)
GM(HOM.LUADFDWiTIUJI FtJL) (M) ,LLi M CENT ,O.GAV, (HoM,LUAH))) 'OVLL
.y<EL. (M) SCREW PAkT:JC)JLAS
SINGLE SCktW )JECT DMIVtN
..NQ. Of _BLAftS_
DIAMETER (M)
JEVPE
FATIO PITCHDIA
-3LAL)E AREA RAT
SCREW EFFIC PkOP.COEFF.. H.P
(M) i1.7
MOIJL1)EU) (M) (r4UIJLL)L1J) -(.'1) (MOULDEI)) (M)..TOTAtCAP. Gi'k1.N
7O.77
e.4
IOTAL. CAF. BALL .
-a.5'
TOTAL CAP.GRAJN iN í.UT IS
TOTAL CAP.HALE IN.CL1T iS.INCL.REFP.SACS
CUE F AND .)EET/\N OCFTÉF 1T Ï ()N CAP(,OHULi) C
. W I(H CEN UF GAV.
M r- L;1 L; . L; 7 .? 7 j u () u 7 J. ç) L; M 6 3 4
55.?9
-bASIC CAPACITSHEER COPFCT LOti CABEP cOkECTlUN
CORP CULL i S I ON KI
lu.
-ì 4.31
L) CGRR .LENGTH ENC' NF.»MCURR..AFT PFAK HLHU.
.)S
-1. LLL4 r:, 7 75c,43
6.32
TUNNEL. COHHECT I ON i 57 ¿7.51 ÇORR.D.BO.1TMH(;HT - -4;:?1. U? t .54.48
C. PR. FUR HATCHES : s ¿7 11.31 54 H CONkR.E OR bATTENS.--54.48
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HULL
CurJSTR. TyFi ('J
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OUTFIT ([SlE)
TOTAL dIJTFI) E(JU1H9.TOTAL Wtì (HT STE tu
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INTEPET ('JD I)PkiC1í\ íTJ
H(JLLM&CH j NS( I?/.fJCI-COLLI SIGN JÑ51 IP/NC TOTALLOSS iNSu;ANçL ERE 11 GrIT PEVEIRJE i N'-J DJH
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PARI ICIILARS VUYrOE J.
IPAN,SPURTLD CL\DU (T)
(Ti S T A N (; E I N N,
'i L S SPEED TN SNOTS
NO UF HA Y'
HEAVY OIL ccJS1&; FOTAL FUEL CU5TS F'UkT AND DANLL FELS RE VEN! Ic. S
COSTS OF ]H15 \IOYGr
PPUFIT OF 1r-!j5
iu'LO
PAkT IC(JLAR \joy.,oE :'H T-ANSPOPT tL) C.UNU ( F) DI STAE}CE IN NL
SPEEL) i N rÇNL)TS
NO OF r'
HEAVY UT L CUS IS
TOTAL FUEL COSTS PORT AND (HNAL FE E. k E VE N i JE. S
COSTS OF THIS voY(;E PROF IT OF THiS \IUYi:,L PARTICJILARS VflY U,L
T RANSPOPTELJ crrOcj
(i)
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I EVEN i j S
COSTS OF THI S VUY'(E
PHOFIT OF THIS /oYOL
J -4 S
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r
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j
SPEED i:N r\Ñ)ISNu OF fJAYS
HE\V( 01L LuSTS TOTAL EUL COSIS
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Ev E N U E c
COSTS OF THIS \!OYLE
PkOFIT OF THIS VUYI-\1
FMTd1
-LjLrî.joovoycFF:S L.)}
- tCP1 TAL cH(:S
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I 9)t4COSTS ijEPLNU O
TOTAL COSTS PEP MEAR
PkOFIT PEP YAr
)._<EMU' Ef-T \/L
LSS JÇ(
7PEDIJTPF.') FP ATR
CAP.ECUV F .C1 O (PLPC! tS
152.25 21 .90 13. ib lo 8.62 9900 R399 21.26 22.00 17713 18400
0.564
0.577 Q. 977 0.714 0.790 -1.252 NO OF DECKS NO OF TRANSVERSE BULKHEADS NO OF HOLDSNO OF HOLDS AFT OF MACH. SPACE
LENGTH OF HOLDS (M) 20.26
DISTANCE AFTP.HULKHLk.A.. (M) 6.09 DISTANCE AFTP.BULKH.-AFT E.R.BLKH. 13.78
LENGTH OF ENGINE ROOM (M) 23.48 DOUBLE BOTTOM CAPACITY (M3) 1741.84
VOLUME OF SupERsTRUCTURE (M3) 6034.92 DEPTH OF CENTER GIRDER (M) 1.82 CAPACITY HEAVY OIL (T) 1123 CAPACITY DIESEL OIL (T) 109
CAPACITY LUBRIC. OIL (T) 11
CAPACiTY FRESH WATER (T) 9H
CLEAN W. BALL. CAP. (D.H. ONLY) (T) 335
DiSPLACEMENT OF BULBOUS HOW (M3) 87
TRIM AND STABILITY PARTICULARS
TOTAL TRIM (HOM. LOADED) (AFT=+) -,46 M GM(rIOM. LOADED,WITH FUEL) (M) .96 M
GM(HOM.LOADED,WITHOuT FUEL) (M)
35 M
CENT.O.GRAV.ÇHOM.LOADED)ABOVE KEEL 8.16 CENT.OF BUOYANCY ABOVE KEEL (M) 4.73
SCREW PARTICULARS
SINGLE SCREW DiRECT DRiVEN NO OF BLADES ¿4
DIAMETER (M) 6.17
REV. PER MIN. 113.
RATIO PITCh-DIA l.OìC BLADE AREA RAT
SCREW EFFIC
O.63
PROP.LOEFF.3
H
b
Q.68
DESIGN RESULTS OF SHIP NO i (F-AMMowIA )
LENGTH pEP, (M)
BREADTH (MOULDED) (M)
DEPTH (MOULDED) (M)
DEPTH TO MAIN DECK (M)
IJRAUGHT (MOULDED) (M)
DEADWEIGHT (T)
CARGO CAP. (NET. DW.) (T)
SERVICE SPEED (KN) TRIAL SPEED (K N) REQUIRED POWER (MHP) INSTALLEI) POWER (MHP) BLOCK COEFFICiENT PRISMATIC COEFFICIENT MIDSHIP COEFFICIENT WATERPLANE COEFFICIENT
VERTICAL PRISMATIC COEFFICIENT L.C.B. FORWARD OF 1/2L (PERC. L)
TOTAL CAP.RAIN IN CIJFT Is 752059.8
TOTAL CAP.BALE IN CUFT IS 667469.3
INCL.REFR.SPACES 26410.0 CUFT AND DEEPTANK 51440.00FT SPECIFICATION CARGOHOLD CA.WITH CEN.OF GkAV.
Ml M M
7.40 84.57
bASIC CAPACITY SHEER CORRECTION CAMBER CORECT ION CORR.COLLISI0N HKHL). CORR.LENC,TH EN.1INEkM. CORR.AFT PEAK HLKHL). TUNNEL CORRECTION CORR.D.BOÍTOMHEItYHT CORR. FOR HATCHES COPR.FOP BATTENS CURR.AIL&E KNEES
CORR.REFR. ISOLAT ION CAP.ABOVE UPPER DECK
103.2
504.10-127.89
17.3
-10.90
-74.22
49.45
-54.23
-8.33
-45'4.10 661.9711.47
13.96
9.21
7.93
10.39
¿.8R
1.60
14.63 7.83 ¿.11 13.25 15.9091.35
76.13 143.88 32.08 7.611298
84.57 84.57 4.S7 84.57 64.57 127.36TOTAL CAP. GRAIN ¿1294.57 8.43 86.21
WEIGHT AND CENT. OF GRAy. STEEL AND OUTFIT WEIGHT GP< TON M G-APP M HULL 3213.79 7.57 73.76 CONSTR.TYPE CORP. ENG.RM. LOCATION COR
.,
.91 f.587.13
53.87 ICE STRENGTHENING 133.98 bULBOUS HOW 1.72 152.25 SEAT INr,S 45.63 1.82 ¿9.26 SUPERSTRUCTURE 388.).2 18.75 62.55 B U L W A RKS6O.1
14.37 76.13EXTRA WEIGHT NOi 9.21 73.76
EXTRA WEIGHT NO2 3q95 73.76
TOTAL STEEL WEIGHT 4021.28
ANCHOR EDUIPHENT F41.1? 16.88 147.68
MOORING EUUIPMLNT
30.4
IA.87 76.13HOLD VENTILATION 32.78 10.53 76.13
PA I t T 58.44 .21 76.13
8ATTENS AND CEILiNG 152.c,7 3.64 76.13
STAIRS AND GANGWAY 10.53 76.13
DECK COVER. OUTSIDE 3.?1 17.28 31.61
EARPAUL INS 13.31 18.28 31.61
HATCH COVERS 142.14
jA.49
85.87MANHOLES AND DOORS 15. 6 iu.53 7b.13 LIFE-SAVING EQUIPMT.
12.6
18.66 ¿6.91 VICTUALING SPACES 11.19 14.53 31.e,1DECK COVER. INSIDE 60.'?? 18.66 31.61
ISOLATION NON-PEER. 9.21 31.61
wINDOWS + PORTHOLES 18.28 31.61
SEC. MASTS,FITTINGS ¿7.33 13.16 (6.13
CARGU-HANUL. STEEL 24.29 85.87
CARGO-HANDLiNG OUTF.
6I.8
14.77 85.87ISOLATION NEFR. 62.49 13.25 15.23
OUTFIT (INSIDE) 45.yJ 17.41 31.61
TOTAL OUTFIT+E(JU!PM. 100 .41
TOTAL WEIGHT STEEL +001F. WEIGHT 5061.6w T
COG.-K 9.64 M COG-APP 74.15 M
WEIGHT AND CENTRES 0F
(RAV.:MACINÇ(
ELGHT(T) GK(M) G-APP(M)
MAIN PROPULSION INSTALL. PROPELLER SHAFTING
PROPELLER(S)
AUXILIARY STEAM PLANT
FUEL_LU8RiC._c00L.w_ASYS EN&INEPOOM OUTFIT
WORKSHOP EQUIPMENT
BILGE- AND SAFETY INSTALL. FIRE EXTINGUiSH INSTALL. AIR AND SOUNDING PIPES FRESH WATER INSTALL. AIRCONDITIONING INSTALL. PEER. INSTALLATIOr
CARGO OIL DEEPTAN INSTALL. HOLD VENT1LATI
ANCHOR AND MOORING WINCHES
810.00 113.05 22.1k 72.05 171.53 77,98 31.28 14.07 5.99 32.70 32.89 )7.53 22.03 15.51 5.06 22.26
6.6
3.24 3.2 13.16 3.82 9.21 11.53 1.82 10.53 8.12 5.26 14.16 13.16 2.64 9.21 16.59 31.61 11.85 3.08 31.61 0.51 31.61 31.61 53.87 76.13 76.13 31.61 31.61 23.42 23.42 76.13 114.19 76.13 CARGO HANDLING WINCHESDAVIT AND (,ANGWAY WINCHES 5TLEPING ENGiNE
AUXILiARY ENGINES ELECTRICAL EQUIPMENT ELECTRICAL CIVIL APPAR. LIGHTING EQUIPMENT
COMMUNICATION AND ALARM SYST. NAVIGATION APPARATUS
EXTRA WEIGHT MACH. PART
143.85 2.14 12.23 51.06 49.62 3.03 2.01 .42 2.10 80.00 18.66 11.10 5.?? 13.16 16.91
I8.1
11.84 21.41 2.63 31.61 .00 31.61 31.61 31.61 76.13 36.06 - 41.00 15.23WEIGHT AND CENTRES OF GRAVITY OF THE EMPTY
SHiP SHIPBUILDING 5061 .691812.52 9 64 7.54 74.15 35.62 MACHINERY 6874.2? 9.08 63.99 LiGHTSHIP
TOTAL MACHINER' PART l812.2
RESULTS OF ECONOMICAL CALCULATiONS 15698 PARTICULARS VOYAGE NO TRANSPORTED CARGO (T) DISTANCE IN NMLS SPEED IN KNOTS NO OF DAYS
HEAVY OIL COSTS TOTAL FUEL COSTS PORT AND CANAL FEES
VE NUES
COSTS OF THIS VOYAGE PROFiT OF THIS VOYAGE PARTICULARS VOYAGE NO
TRANSPORflD CARGO (T) DISTANCE IN N1LS
SPEED IN KNOTS NO OF DAYS
HEAVY OIL COSTS TOTAL FUEL COSTS
OPT AND CANAL FEES
R E V E N U ES
COSTS OF THiS VOYAGE PNOFIT OF THIS VOYAGE
2 3 b80 .00 2 1 74 17.72 5.923 67999 8657 571162 354771 216392 1000 68O .00 21.53 16.81 41037 6,'Yôl 4657 397500 335499 62001 PARTICULARS VOYAGE NO I TRANSPORTED CARGO (T) DISTANCE IN NMLS 4200
68O.O0
SPEED IN KNOTS 22 96 NO OF DAYS 17.09HEAVY OIL COSTS 44257
1OTAL FUEL COSTS
6542
PORT AND CANAL FEES 8657
REVENUES 556463
COSTS OF THIS VOYAGE 341547 PROFIT OF THIS VOYAGE 214917 BUILDIN(, COSTS STEEL 4'-55833 BUILDING COSTS EQUIP-OUTFIT 3402577 BUILDING COSES MACHINERY 116i27e5 TOTAL BUILDING COSTS ¿4647657 iNTEREST AND DEPRECIATION 243537g HULL-MACH. INSURANCE 152974 COLLISION INSURANCE 20704 TOTAL-LOSS INSURANCE 31263 FREiGHT REVENUE INSURANCE 51967
LUGGAGE INSURANCE 1449
PROTECTION AND INDEt1NlTY IN. 29459
MAINTAINANCE COSTS o
REPAIR COSTS 183143
CREW W ES-VICTUALLING cosis 1193930 AL)M1NISTRATIVE COSTS Y4OOO
ECONOMICAL RESULTS REMUNERATIVENESS PERC. 16.6 REQUIRED FP.RATE 63.5 CAP.RECOV.FACTOR(PERC) 28.1 PARTICULARS VOYAGE NO TRANSPORTED CARGO (T) DISTANCE iN NMLS SPEED IN KNOTS NO OF DAYS
HEAVY OIL COSTS TOTAL FUEL COSTS PORT AND CANAL FEES REVENUES
COSTS OF THIS VOYAGE PROFIT F THIS VOYAGE
4 680).00 21.34 51887 6q249 Rb57 b8jOOO 359552 32C448
NO OF VOYAGES PER YEAR 5.03 CAPITAL CHARGES