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Final pre.ppt
1. NAME338: SHIP DESIGN PROJECT & PRESENTATION
Under the Supervision of :
Dr. Nayeb Md. Golam Zakaria
Professor,
Dept. of Naval Architecture & Marine Engineering,
Bangladesh University Of Engineering & Technology (BUET).
Prepared By
Zahid Hasan………………..Roll:1512007
Rubayed Razib Suprov……Roll:1512031
2. PRESENTATION CONTENTS
Owner’s Requirement
Selection of Basis Ship
Determination of Principal Particulars of
required Ship
General Arrangement & Lines Plan
Hydrostatic Calculations & Curves
Scantling Calculations
Midship Drawing
Resistance
Power calculation
Engine selection & Engine foundation
Rudder Design
Propeller Design
Shaft arrangement
Rudder & steering arrangement
Detailed Weight Calculation
Stability Calculations & Curves
Trim Calculation
3. OWNER’S REQUIREMENT:
Ship Type : Cargo(Inland)
Capacity : 2200 Tonnes(Payload-Cargo)
Speed : 10 Knot
Cargo Type : General Cargo
Route : Dhaka-Chittagong (Approx. 170 nautical mile)
5. FINAL PARTICULAR OF DESIGN SHIP
Length Over All(LOA)………………………......83.98m
Length Between Perpendicular(LBP)……….78.30m
Breadth……………………………………………13.50m
Draft……………………………………................3.98m
Depth………………………………………………5.40m
CB …………………………………………………..0.758
12. SUMMARY OF SCANTLING
PLATE THICKNESS
Keel Plate 11 mm
Bottom Plate 8 mm
Bilge Plate 8 mm
Side Shell Plate 8 mm
Poop side deck Plating 7 mm
SHELL STRUCTURE
ITEMS DIMENSION
Center Girder T-575X100X10
Side Girder T-420X90X9
Floor plates T-575X75X7.5
Bracket 7 mm
Bilge radius 964 mm
BOTTOM STRUCTURE
26. Resistance & Power
Calculation
Resistance Calculation
Frictional Resistance, RF
84.24 KN
Appendage Resistance, RAPP
0.9434 KN
Wave Resistance, RW
9.44 KN
Model Ship Correlation Resistance, RA
10.155 KN
Additional Resistance Due to Bulbous Bow, RB
0 KN
Additional pressure resistance of
immersed transom stern, RTR
30.69 KN
Wind Resistance,Rwd 1.41 KN
Total Resistance, RT
136.87 KN
27. Power Calculation
Total Resistance RT 136.87 KN
Ship Speed Vs 10 Knot
Effective Power PE
704.586 KW
Wake Fraction w 0.1989
Form Factor 1+k1 2.645
Thrust Deduction
Factor
t 0.1487
Relative Rotative
effic.
ƞR 1.003
Shaft efficiency ƞs 0.98
30. Engine Foundation
Item Dimension
Thickness of top plating 41 mm
width of top plate 393 mm
Plate floors T- 575X90X6.5
Side girders T-555*250*16
Inner Bottom Plating 10 mm
Foundation bolts 75 mm
Floor plate thickness 13 mm
Longitudinal girders 18 mm
Web frame T- 180*90*12
36. CAVITATION CHECK
• w= 0.1989, t= 0.1487,RT =136.97 KN
• We know,T=
𝑹
𝟏−𝒕
• Putting the values of R and t
• T=
𝟏𝟑𝟔.𝟗𝟕
𝟏−.𝟏𝟒𝟖𝟕
=160.89KN
• VA =VS (1-w) =10 (1-.0.1989) =8.01 knots=4.11
𝒎𝒔−𝟐
• Now,P0- PV =101325+3.8*1025*9.81
=138491 pa
Hence 𝐴_𝐸/𝐴_𝑂
=((1.3+0.3×3)×160×1000)/(139534.95×〖1.938〗^2
)+0.02=0.648
VR2=Va2 + (0.7 ×3.1416×𝑛×𝐷)2
=622.05
QT = 1/2×𝑝×𝑉R2
=318800 pa
Sigma(𝛼)=(𝑝−𝑝 )/𝑞= 138.34/318.80 = 0.4333
τC =(𝑇⁄𝐴_𝑃 )/(.5 ×𝜌×〖𝑉_𝑅〗^2)
=(160/3.2628×1000)/(0.5×1025×622.5)=0.153707
37. CAVITATION CHECK (using Burril Cavitation
Chart )
Designed Propeller propeller is operating in optimal region, below 5% back
cavitation.
38. Item Dimensions
Rudder Area 5.06 m2
Aspect ratio 2
Rudder Force 71.60 𝑘𝑁
Rudder torque 57.27 KN-m
Stock Diameter 140 mm
Coupling Bolt 38 mm(horizontal), 47 (vertical)
Rudder Scantling
39. Rudder Scantling
Coupling flanges 43mm
Rudder plate 7 mm
Rudder Web 5 mm
Rudder frames 600 mm(horizontal), 600 mm (vertical)
Pintle diameter 74mm
Bush 4 mm
Bearing thickness 22 mm
51. Trim Calculation
Final Draft of Vessel
Draft (aft) Draft (fore) Comment
Mean Draft
(m)
3.98 3.98
Trim by
Stern
Change in
Draft (m)
0.02 0.29
Final Draft
(m)
4.00 3.69