initial estimate of ship particulars for aframax crude oil tanker
DESCRIPTION
This work was developed for first review of design project at INDIAN MARITIME UNIVERSITY,VISAKHAPATNAMTRANSCRIPT
Priliminary estimation of ship particulars- Double hull Aframax oil tanker
SL NO. IMO_No Ship_Name Registered class Dwt Displacement_Tonnage Speed LBP LOA
1 9232905 Desh bhakht ABS IRS 113913 132663.00 15.10 244.002 9116254 Muroran Maru LR 114106 133563.00 15.50 232.00 243.503 9274616 Pantelis LR 114500 133375.00 15.30 238.99 249.874 9256054 Nevskiy Prospect LR 114597 133280.00 15.10 239.00 249.905 9453975 Paramount Hatteras LR 114700 133412.00 15.50 239.00 249.906 9547673 Atlantico Sul Eas-C-011 LR 114700 133490.00 15.00 239.00 249.007 9467768 Desh Suraksha ABS IRS 114783 136011.00 14.50 249.98 250.008 9331153 Alhani LR 114795 133118.00 14.60 240.70 248.999 9258868 British Swift LR 114809 134583.00 15.70 239.00 251.56
10 9322827 Stena Antarctica LR 114849 133118.00 15.30 239.00 250.0011 9412036 stealth skyros LR 115000 133356.00 15.10 239.00 249.9012 9419357 Iasonas LR 115001 134037.00 14.80 239.00 250.0013 9281009 Everest Spirit LR 115048 133356.00 14.80 239.00 249.9014 9325908 Penelop LR 115091 134511.00 15.10 242.00 253.5015 9383950 Champion Prosperity LR 115098 131630.00 13.00 234.00 243.8016 9402316 Celtic Sea LR 115123 131630.00 14.70 234.00 243.8017 9402328 Kara Sea LR 115191 131630.00 14.70 234.00 243.8018 9378620 Lr2 Polaris LR 115273 131630.00 15.30 235.30 243.8019 9282041 Axel Spirit LR 115392 133601.00 15.30 238.98 249.84
PRELIMINARY ESTIMATION OF PARAMETERS
Displacement
C= DWT/∆For tankers, C is assumed to be 0.86
∆ = (DWT/C) DWT=115000 t ∆ = 133720.930 tonnes
Posdunine's formula,L1= 0.3048*C(V/(2+V))^2*∆^(1/3) V=7.71 m/s
L1= 230.93 m
Schneekluth formula,
L2=V=15kn from statistical data
L2= 242.73 m
from Schneekluth formula,L3= ∆^(0.3)*V^(0.3)*3.2
L3= 248.79 m
Taking the average,
240.82 m
L.O.A displacement=from Volker's Statistics,
L= (∆/1.025)^(1/3)*(3.5+(4.5*V)/(g*(∆/1.025^(1/3))^(1/2)))
L.O.A= 256.40 m
C=0.86
LENGTH BETWEEN PERPENDICULAR (LBP)
C=23.5
∆^(0.3)*V^(0.3)*3.2*((CB+0.5)/(0.145/FN+0.5))CB=0.84 for oil tanker. FN=0.166
LBP=
BreadthB= 10.78*(DWT/1000)^(0.2828)
B= 41.25 m
Depthfor DWT carriers like tankers,
B/D= 1.9recents trends indicate that,
B/D= 1.91 for large tankers
L/D=10 to 14 for tankers so D(MAX) = L/10 = 24.88so D(MIN) = L/14 = 17.20But also
D= B/1.91 = 21.59Taking average
D= 21.2251114805279 m
Draught
for double hull tankersT/D < 0.8
T= 4.536*(DWT/1000)^0.28
T= 17.1264929920754 m
Estimated Ratios
Ratios Values British Swift stealth skyros Penelop Lr2 PolarisL/B 5.84 5.45 5.43 5.50 5.60B/D 1.94 2.06 2.08 2.10 1.96B/T 2.41 2.92 2.97 2.97 2.69T/D 0.81 0.71 0.70 0.70 0.73L/D 11.35 11.22 11.27 11.52 10.94
Froude no: 0.160 0.167 0.160 0.159 0.164
1st iterationL= 239.00 mB= 44 mT= 14.8 mD= 21 m
Froude No.(0.5144)*V/(g*L)^0.5
0.1604
Block Coefficient0.7 +1/(8*atan(25*(0.23-Fn))
0.8192
From Ayre's formula,
C-1.68*Fn C=1.08 for single screw ships
0.8105
also,
1.18-(0.69*V/L^0.5) V= 15 knots L= 783.92 ft
Fn=
Fn=
CB=
CB=
CB=
CB=
CB=
0.8103
and also,
(0.14/Fn)*((L/B+20)/26)
0.8537
From Japanese statistical study
(-4.22+(27.8*Fn^0.5)-(39.1*Fn)+(46.6*Fn^3))0.8345
Taking average and approximating.0.8295
Mass Displacement Volume Displacement∆= 131137.190578 m^3∆= 134415.620 t
Fn= 0.1604Cb=0.8256
Midship Area Coefficient
Cm= 0.9965
Also
1.006-0.0056Cb^(-3.56)Cm= 0.9951
Also
[1+(1-Cb)^(3.5)]^(-1)
CB=
CB=
CB=
CB=CB=
CB=
Cb*L*B*T*ρ*1.006
CM= 0.977+0.085(CB-0.60)
CM=
CM=
0.9980 Am= 649.396463823412 m^2
Average valueCm= 0.9972
Estimation of Bilge RadiusR= (2(1-Cm)B.T/(4-pi))^0.5
2.0480 m considering no rise of floor
Schneekluth's recommendation for bilge radius R,R= B*Ck/((L/B+4)*Cb^2) Ck=0.4-0.7
2.7122 m
Longitudnal Prismatic CoefficientCp= ∆/(1.025*Am*L)Cp= 0.8449
Water Plane Area CoefficientCwp= Cb/(0.471+0.551*Cb)Cwp= 0.8938
Cwp= Cp^(2/3)Cwp= 0.8937 schneekluth 1
Cwp= 0.95*Cp+0.17*(1-Cp)^(1/3) U-hull formCwp= 0.8940
considering the average,Cwp= 0.8938 Awp= 9399.69480314411 m^2
Vertical Prismatic coefficientCvp= ∆/(1.025*Awp*L)Cvp= 0.0584
CM=
Initial checkCm*Cp=Cb
Cm= 0.9972Cp= 0.8449Cb= 0.8295
Cm*Cp= 0.8426
Initial Estimate of Stability
Vertical Centre of Buoyancy, KBKB= T*(1+Cwp)^(-1) for 0.9<CmKB= 7.8148 m
Regression formulations are as follows:KB= T*(0.9-0.36*Cm)
8.0068 m
KB= T*(0.90-0.30*Cm-0.10*Cb)KB= 7.6289 m
KB= T*(0.78-0.285*Cwp)7.7738 m
From Euler's equation,
KB=KB= 7.6765 m
Averaging,KB= 7.69 m
CwT/ (Cw+CB)
Moment of Inertia coefficients, D'Arcangelo
0.1216*Cwp-0.0410
0.0676917923223967
0.350*Cwp^2-0.405*Cwp+0.146
0.0636288205705628
1378135.57528866 m^4 38220842.1977737 m^4
10.77 m 291.46 m
0.810272400891078
10.65 mTaking the average,
10.71 m
291.46 m
Transverse Stability
KG= D*0.63 for tankersKG= 13.23 m
18.40 m
5.17 mconsidering the free surface correction,
Metacentric Radius, BMt and BM L
CIT=
CIT=
CIL=
CIL=
IT= IL=
BMT= BML=
CIT= 0.894´Cw2+0.096
CIT=
BMT= CIT´B2/ (12 TCB)BMT=
BMT=
BML=
KMT= KB+BMt
KMT=
GMT= KMT-KG
GMT=
4.776 m
Longitudinal Stability
291.46 m
MCT 1cm=MCT 1cm= 1599.20 t/cm
Longitudinal Centre of BuoyancyLCB= 9.70-45*Fn+0.8 HarvaldLCB= 3.28 m
LCB is 119.78 m fore of the aft
GM'T= GMT-0.03*KG
GM'T=
GML= BML
GML=
∆*GML/(1.025*100*L)
Beam Depth Draft L/B B/D B/T T/D L/D Froude no:
42.00 21.10 15.00 5.81 1.99 2.80 0.71 11.56 0.15944.04 23.20 15.37 5.27 1.90 2.87 0.66 10.00 0.16743.80 21.30 14.90 5.46 2.06 2.94 0.70 11.22 0.16344.00 21.00 14.80 5.43 2.10 2.97 0.70 11.38 0.16044.03 21.00 14.80 5.43 2.10 2.98 0.70 11.38 0.16543.80 21.00 13.60 5.46 2.09 3.22 0.65 11.38 0.15944.04 21.30 15.12 5.68 2.07 2.91 0.71 11.74 0.15143.84 21.30 14.94 5.49 2.06 2.93 0.70 11.30 0.15543.84 21.30 15.02 5.45 2.06 2.92 0.71 11.22 0.16743.84 21.00 14.94 5.45 2.09 2.93 0.71 11.38 0.16344.03 21.20 14.81 5.43 2.08 2.97 0.70 11.27 0.16044.00 21.00 14.90 5.43 2.10 2.95 0.71 11.38 0.15744.03 21.00 14.82 5.43 2.10 2.97 0.71 11.38 0.15744.00 21.00 14.80 5.50 2.10 2.97 0.70 11.52 0.15942.03 21.50 15.62 5.57 1.95 1.38 0.73 10.88 0.14042.03 21.50 15.62 5.57 1.95 2.69 0.73 10.88 0.15842.04 21.50 15.64 5.57 1.96 2.69 0.73 10.88 0.15842.04 21.50 15.64 5.60 1.96 2.69 0.73 10.94 0.16443.80 21.30 14.93 5.46 2.06 2.93 0.70 11.22 0.163
MEAN 5.50 2.04 2.83 0.70 11.21
from statistical data
130459.4 m^3