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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
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
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)
Selection of Basis Ship
Length 75.00M,
Breadth 12.19M
Depth 5.00M
Draft 4.20m
Cargo Capacity: 2040 M.tons.
Power:2000BHP(YANMAR (6GL-UT))
Speed: 12 knots
Route: Inland & Coastal Area
CB …0.756
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
General Arrangement of Required Ship
General Arrangement of Required Ship
Lines Plan
Offset Table
WL spacing = 0.995m Station Spacing = 7.89 m BTK Spacing = 1.68 m
Hydrostatic Calculation
WL
Position
of WL (m)
Displace
ment
(ton)
VCB (m)
LCB (m
from
amid-
ship)
TPC (ton) BMT (m) BML (m)
LCF (m
from
amidship)
MCTC (t-
m/cm)
Cb Cm
1 0.995 470.61 0.419 1.156 8.21 22.805 527.3 1.14 38.38 0.5 0.88
2 1.99 1385.41 1.208 1.121 8.928 9.016 242.218 1.047 46.6 0.685 0.9296
3 2.98 2274.15 1.743 0.886 9.532 5.42 178.64 -0.227 56.41 0.724 0.953
4 3.98 3270.32 2.24 0.43 9.772 4.23 132.781 -0.4864 60.3 0.758 0.9637
Hydrostatic Curve
Draft
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
SIDE STRUCTURE:
ITEMS DIMENSION
Web Frame T-120X80X12
Main Frame L -100X65X7
Side Stringer T -120X80X12
DECK STRUCTURE
ITEMS DIMENSION
Deck beams L-90X60X8
Deck Girder T-150X75X11
Deck Plate 15 mm
SUPER STRUCTURE
ITEMS DIMENSION
Poop Deck Beam L-104X60X6
Poop Deck Plate 7 mm
Plating of non exposed deck 4.5mm
Plating of front bulkhead 5 mm
MIDSHIP SECTION
MIDSHIP SECTION
LONGITUDINAL CONSTRUCTION
SHELL EXPANSION
LIGHTWEIGHT CALCULATION
LIGHTWEIGHT CALCULATION
DEADWEIGHT CALCULATION
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
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
Power Calculation
HULL
efficiency
Ƞh 1.063
propeller
efficiency
Ƞ0 0.43
Thrust Power Pt 828.53595 KW
Delivered
Power
Pd 1926.8278 KW
Break Power Pb 1966.1508 KW
Engine
Selection
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
Engine Room
PROPELLER
DESIGN
Number of Propeller 1 (Single Screw)
Number of Blades, Z 3
BAR 0.65
Diameter, D 1.938 m
P/D 0.785
Efficiency, η 0.43
Propeller Drawing
Propeller Drawing( 3D)
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
CAVITATION CHECK (using Burril Cavitation
Chart )
Designed Propeller propeller is operating in optimal region, below 5% back
cavitation.
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
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
Rudder Drawing
Steering Arrangement
Item Dimensions
Sectional area of tiller 78.4 cm2
Tiller diameter 43 mm
Link Chain Diameter 55 mm
Steering Rod diameter 69 mm
Chain block of steering chain 880 mm
Steering Arrangement
Steering Arrangement
Shaft Arrangement
Item Dimensions
Shaft speed 345 rpm
Torque 54.80 kN
Stress 5.6x 107
Shaft Diameter 175mm
Twisting angle 3.40
Shaft liners 11mm
Coupling 35mm
Shaft bearing 3.7m
Stern Tube Bearing 438 mm(frwd),175mm(aft)
Diameter of flange coupling bolt 40mm
STABILITY CALCULATION
STABILITY CALCULATION
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
Final pre.ppt

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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)
  • 4. Selection of Basis Ship Length 75.00M, Breadth 12.19M Depth 5.00M Draft 4.20m Cargo Capacity: 2040 M.tons. Power:2000BHP(YANMAR (6GL-UT)) Speed: 12 knots Route: Inland & Coastal Area CB …0.756
  • 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
  • 6. General Arrangement of Required Ship
  • 7. General Arrangement of Required Ship
  • 9. Offset Table WL spacing = 0.995m Station Spacing = 7.89 m BTK Spacing = 1.68 m
  • 10. Hydrostatic Calculation WL Position of WL (m) Displace ment (ton) VCB (m) LCB (m from amid- ship) TPC (ton) BMT (m) BML (m) LCF (m from amidship) MCTC (t- m/cm) Cb Cm 1 0.995 470.61 0.419 1.156 8.21 22.805 527.3 1.14 38.38 0.5 0.88 2 1.99 1385.41 1.208 1.121 8.928 9.016 242.218 1.047 46.6 0.685 0.9296 3 2.98 2274.15 1.743 0.886 9.532 5.42 178.64 -0.227 56.41 0.724 0.953 4 3.98 3270.32 2.24 0.43 9.772 4.23 132.781 -0.4864 60.3 0.758 0.9637
  • 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
  • 13. SIDE STRUCTURE: ITEMS DIMENSION Web Frame T-120X80X12 Main Frame L -100X65X7 Side Stringer T -120X80X12
  • 14. DECK STRUCTURE ITEMS DIMENSION Deck beams L-90X60X8 Deck Girder T-150X75X11 Deck Plate 15 mm
  • 15. SUPER STRUCTURE ITEMS DIMENSION Poop Deck Beam L-104X60X6 Poop Deck Plate 7 mm Plating of non exposed deck 4.5mm Plating of front bulkhead 5 mm
  • 23.
  • 24.
  • 25.
  • 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
  • 28. Power Calculation HULL efficiency Ƞh 1.063 propeller efficiency Ƞ0 0.43 Thrust Power Pt 828.53595 KW Delivered Power Pd 1926.8278 KW Break Power Pb 1966.1508 KW
  • 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
  • 32.
  • 33. PROPELLER DESIGN Number of Propeller 1 (Single Screw) Number of Blades, Z 3 BAR 0.65 Diameter, D 1.938 m P/D 0.785 Efficiency, η 0.43
  • 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
  • 41.
  • 42.
  • 43. Steering Arrangement Item Dimensions Sectional area of tiller 78.4 cm2 Tiller diameter 43 mm Link Chain Diameter 55 mm Steering Rod diameter 69 mm Chain block of steering chain 880 mm
  • 46.
  • 47. Shaft Arrangement Item Dimensions Shaft speed 345 rpm Torque 54.80 kN Stress 5.6x 107 Shaft Diameter 175mm Twisting angle 3.40 Shaft liners 11mm Coupling 35mm Shaft bearing 3.7m Stern Tube Bearing 438 mm(frwd),175mm(aft) Diameter of flange coupling bolt 40mm
  • 48.
  • 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