NAME 338SHIP DESIGN PROJECT &

PRESENTATION

Presented by

MD. Kifayath Chowdhury Student No. 1112023 Mahmudur Rahman Student No. 1112049No. 1112049

Under the supervision of

Prof. Dr. MD. Sadiqul Baree

Assigned ProjectDesign of a 2900 DWT Oil

TankerRoute: Chittagong-DhakaService Speed: 10 knots

Route Specifications:

Water ways distance---350 kmMaximum Draft-------3.96 mMaximum Length-----76.2 mMaximum Breadth ----15.0 m

PRESENTATION CONTENTS

1. Determination of Preliminary Principal particulars2. Preliminary lightweight, deadweight and displacement3. Preliminary General Arrangement4. Preliminary Lines Plan5. Preliminary Hydrostatic Calculations

Finding Preliminary Principal Particulars

As per “DOS” (Department Of Shipping) Bangladesh and BIWTA:For inland vessels we have following restrictions:Loa will not exceed 76.2 mB mld will not exceed 15 mDraft mld will not exceed 3.96 m

Principal particulars:

We have length, breadth and draft restrictions as we have to move inland. For first assumption, we are have taken these restrictions as our principal particulars.

Deadweight=2900 tonnes Assumed Cd =0.8 Displacement= 2900/0.8 =3625 tonnes Lightweight= (3625 ─ 2900) =725 tonnes Loa=76.2 m

Principal particulars

Lbp= 96% of Loa = 73.152 m Bmld=15 m Draftmld=3.96 m Speed=10 knots Cb= 0.83

Preliminary Principal Particulars

LOA 76.2 m

LBP 73.152 m

Breadth mld 15m

Depth mld 5.94.m

Draught 3.96 m

Cb 0.83

Speed 10 knots

Displacement = deadweight / deadweight co efficient = 2900 / 0.8 =3625tonnes

Light weight = displacement – dead weight = 3625 – 2900= 725 tonnes

Preliminary Lightweight, Deadweight and Displacement:

Category QuantityFuel 14.539tonnes

Weight of people 1.275 tonnes

Fresh water 12.58 tonnes

Provisions & stores 0.85 tonnes

Cargo oil = 2900– 29.668 = 2870.332 tonnes

ON DECK

Owner 01

Class-I Inland master 01

Class- II Inland master 01

Class- III Inland master 07

Certified Crew (Sukani) 02

Cook (Bhandary) 01

AT ENGINE

Class-I Inland Driver 01

Class-II Inland Driver 01

Greaser 01

Pump man 01

Total = 17

Manning of the Ship

Preliminary General Arrangement Drawing

Preliminary Lines Plan

Drawing

Offset table

Half breadth (mm)

Station tan WL-1 WL-2 WL-3 WL-4 Deck Poop/F.Castle Deck

Ap 0 0 0 0 1468.8 3893.81 5619.92

0.5 765.2 1680.1 2048.54 2086.06 2763.51 6260.02 6560.77

1 2696.63 5265 5805 6025 6225 6770.24 7034.83

1.5 4437 6502.5 6907.5 7054 7230 7373.42 7403.13

2 5756.63 7215 7372.5 7382 7492.5 7500 0

3 6375 7500 7500 7500 7500 7500 0

4 6375 7500 7500 7500 7500 7500 0

5 6375 7500 7500 7500 7500 7500 0

6 6375 7500 7500 7500 7500 7500 0

7 5907.66 7282.05 7432.5 7466.25 7500 7500 0

8 5441.43 7117.5 7365 7398.75 7432.5 7445.25 0

8.5 5139.77 6915 7162.5 7196.25 7230 7230.74 0

9 4087.56 6405 6652.5 6686.25 6720 6868.83 7044.23

9.5 1893.19 3923.83 4137.73 4301.44 4536.42 5844.81 6312.1

Fp 0 0 0 0 0 2770.2 4019.59

Height Above Base (mm)

Keel BTK A BTK B BTK C Deck At Side Poop/F.Castle Deck

3698.4 4522.43 6067.57 9957.71 6133.98 9957.71

0 1339.06 4616.75 5572.2 6002.92 9852.06

0 0 130 1533.01 5976.28 9875.2

0 0 0 227.94 5946.77 9852.28

0 0 0 0 5940 0

0 0 0 0 5940 0

0 0 0 0 5940 0

0 0 0 0` 0

0 0 0 0 5940 0

0 0 0 0 5940 0

0 0 0 24.7 5943.43 0

0 0 0 58.75 5953.53 0

0 0 0 193.12 5971.3 8951.21

0 0 634.74 5426.81 6025.41 9152.97

3960 5494.32 - - 6192.3 9410.4

Hydrostatic calculation &

curves

Hydrostatic Particulars Displacement KB Longitudinal Position of Center of buoyancy, LCB Position of Center of flotation from amidship, LCF KML KMT BML BMT Water Plane Area Tonnes per cm immersion Moment to Change Trim 1 cm Area of midship section Block Coefficient, Cb Coefficient of fineness of Midship Section, Cm Prismatic Coefficient, Cp Coefficient of fineness of water plane

Summary of Hydrostatic Particulars

DraftDisplacemen

t

Water-plane Area

TPC KB BMT BML KMT KMLMCT 1cm

LCB from amid-

ship, +ve = fwd

LCF from amid-ship,

+ve = fwd

Am

Cb Cm Cp Cw

(m) (tonnes) (m2) tonne

s/cm (m) M (m) (m) (m) (tonnes -m) (m) (m) (m2)

0.99832.95

1928.24

9 9.28 0.5418.46

5375.6

5519.00

7376.1

97 44.49 0.861 0.97813.922 0.80 0.94 0.85 0.879

1.98 1772.775 950.031 9.5 1.03 9.122 185.431 10.151 186.46 46.73 0..878 0.879 28.96 0.85 0.98 0.87 0.90

2.972716.6

79955.96

5 9.56 1.54 6.032122.7

1 7.569124.2

47 46.998 0.850 0.87343.7

2 0.86 0.98 0.876 0.898

3.963675.8

98987.14

4 9.87 2.03 4.59499.68

9 6.628101.7

23 49.328 0.86 0.04658.6

5 0.83 0.99 0.84 0.885

Hydrostatic Curves

0.000 1000.000 2000.000 3000.000 4000.0000.0000.6251.2501.8752.5003.1253.7504.375 T vs ▼

Manual Hydromax

Displacement (m^3)

Dra

ft(m

)

Draft vs. Displacement Draft vs. Water plane area

920.000 940.000 960.000 980.000 1000.0000.000

0.625

1.250

1.875

2.500

3.125

3.750

4.375T vs WPA

Manual Hydromax

AW (m^2)D

raft

(m

)

9.200

9.400

9.600

9.800

10.00

010

.200

0.0000.6251.2501.8752.5003.1253.7504.375

T vs TPC Manual Hydromax

TPC(t/cm)

Dra

ft(m

)

42.000 44.000 46.000 48.000 50.000 52.0000.0000.6251.2501.8752.5003.1253.7504.375

T vs MCT1 Manual Hydromax

MCT 1(tonnes.m/cm)

Dra

ft(m

)

0.000 0.500 1.000 1.500 2.000 2.5000.0000.3130.6250.9381.2501.5631.8752.1882.5002.8133.1253.4383.7504.0634.375 T vs KB

Manual Hydromax

KB(m)

Dra

ft(m

)

0.800 0.850 0.900 0.950 1.000 1.0500.0000.3130.6250.9381.2501.5631.8752.1882.5002.8133.1253.4383.7504.0634.375

T vs LCB Manual Hydromax

LCB(m)D

raft

(m)

Draft vs.LCB from amidship

0.000 5.000 10.000 15.000 20.0000.0000.6251.2501.8752.5003.1253.7504.375

T vs BMTManual Hydromax

BMT(m)

Dra

ft(m

)

0.000 100.000 200.000 300.000 400.0000.000

0.625

1.250

1.875

2.500

3.125

3.750

4.375 T vs BML Manual Hydromax

BML(m)

Dra

ft(m

)

5.000 10.000 15.000 20.0000.000

0.625

1.250

1.875

2.500

3.125

3.750

4.375T vs KMT

Manual Hydromax

KMT(m)

Dra

ft(m

)

0.000 100.000 200.000 300.000 400.0000.000

0.625

1.250

1.875

2.500

3.125

3.750

4.375 T vs KML Manual Hydromax

KML(m)

Dra

ft(m

)

Draft vs.LCF from amidship

0.000 0.200 0.400 0.600 0.800 1.000 1.2000.000

0.625

1.250

1.875

2.500

3.125

3.750

4.375 T vs LCF Manual Hydromax

LCF (m)

Dra

ft(m

)

0.930 0.940 0.950 0.960 0.970 0.980 0.990 1.0000.0000.3130.6250.9381.2501.5631.8752.1882.5002.8133.1253.4383.7504.0634.375 T vs CM

Manual Hydromax

CmD

raft

(m)

0.79 0.80 0.81 0.82 0.83 0.84 0.85 0.86 0.870.000.310.630.941.251.561.882.192.502.813.133.443.754.064.38 T vs CB

Manual Hydromax

CB

Dra

ft(m

)

0.86 0.87 0.88 0.89 0.9 0.9100.5

11.5

22.5

33.5

44.5

DRAFT VS Cw CURVEMANUAL MAXRUF

Cw

DRA

FT

0.83 0.84 0.85 0.86 0.87 0.8800.5

11.5

22.5

33.5

44.5

DRAFT VS Cp CURVEMANUAL MAXRUF

CpD

RAFT

05/01/2023