BANGLADESH UNIVERSITY OF ENGINEERING & TECHNOLOGY NAME 338  SHIP DESIGN PROJECT & PRESENTATION-1 DATE-26 AUG,2010
DESIGN OF WATER TAXI <ul><li>Project Supervisor </li></ul><ul><li>Khabirul Haque Chowdhury </li></ul><ul><li>Professor  </...
Our first presentation on this project includes  : <ul><li>Principal particulars </li></ul><ul><li>Preliminary lightweight...
Owner’s Requirement <ul><li>Ship type: Water Taxi </li></ul><ul><li>Capacity: 95 Passenger </li></ul><ul><li>Speed:  14 kn...
OBJECTIVES <ul><ul><li>To take advantage of  Dhaka city’s circular waterway </li></ul></ul><ul><li>To ease the water way c...
Inland Water Transport Network by Category Class  Indicated Draft Length in Km. Classification criteria I 3.6 meter 683 at...
Circular Waterways around Dhaka <ul><li>Total Length-110 km. </li></ul><ul><li>Already Completed: </li></ul><ul><li>Sadarg...
GENERAL PARTICULARS  25.79 m WATER TAXI <ul><li>Classification Society: GL </li></ul><ul><li>Type: Small passenger vessel ...
Information  of  basis ship MV  TURAG & MV BURIGANGA <ul><li>LOA  11.85m </li></ul><ul><li>LBP  11.7m </li></ul><ul><li>B ...
DETERMINATION OF PRINCIPAL PARTICULARS <ul><li>  ASSUMPTION : </li></ul><ul><li>LOA/LBP  = 1.05 </li></ul><ul><li>LBP/B  =...
LBP  25.79/LBP =1.05 = 24.4 m  Breadth (B) 24.4/B= 3.87 = 6.30 m Draft (T) 6.30/T = 4.20 = 1.5 m Depth (D) D/1.5= 1.73 = 2...
PRINCIPAL PARTICULARS <ul><li>Length Overall  25.79meter  </li></ul><ul><li>LBP  24.4 meter  </li></ul><ul><li>Breadth (mo...
DISPLACEMENT ESTIMATION <ul><li>DEADWEIGHT (DWT) CALCULATION :  </li></ul>No of Person on board:  No of passenger = 95 No ...
DISPLACEMENT ESTIMATION <ul><li>LIGHT WEIGHT & DISPLACEMENT  CALCULATION  </li></ul><ul><li>Deadweight Coefficient : 0.35(...
LINES PLAN
BODY PLAN
HALF BREADTH PLAN
PROFILE PLAN
GENARAL ARANGEMENT DRAWING
MAIN DECK
SPACE  ALLOCATION  <ul><li>Passenger Compartment(1 st  class)=7.885 m long </li></ul><ul><li>Passenger Compartment(2 nd  c...
HULL FORM
Hydrostatic Particulars <ul><li>Water Plane Area </li></ul><ul><li>Displacement </li></ul><ul><li>KB </li></ul><ul><li>BM ...
Formula used in hydrostatic calculation <ul><li>Water plane Area : </li></ul><ul><li>In our lines plane we take total 11 S...
Formula Used in Hydrostatic Calculation: Positions of Center of Buoyancy above keel ( KB ) : KB = Moment of Volume Displac...
Formula Used in Hydrostatic Calculation: Block Coefficient (C B ): C B  = Displacement in Volume / (L BP  X B X draught at...
OFFSET TABLE Station WL-1 WL-2 WL-3 WL-4 0 2.282 0.5 0.134 1.759 2.474 1 0.061 0.958 2.256 2.628 1.5 0.585 1.941 2.494 2.7...
Hydrostatic Parameter
Form Coefficient
HYDROSTATIC CURVE Displacement
HYDROSTATIC CURVE
Hydrostatic Curve
Hydrostatic Curve
Hydrostatic Curve
Hydrostatic Curve
Class & Regulations followed <ul><li>Classification </li></ul><ul><li>According  to GL  Rules & Guidance 2006 </li></ul><u...
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Watertaxi3-1st Project Presentation-BUET

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Watertaxi3-1st Project Presentation-BUET

  1. 1. BANGLADESH UNIVERSITY OF ENGINEERING & TECHNOLOGY NAME 338 SHIP DESIGN PROJECT & PRESENTATION-1 DATE-26 AUG,2010
  2. 2. DESIGN OF WATER TAXI <ul><li>Project Supervisor </li></ul><ul><li>Khabirul Haque Chowdhury </li></ul><ul><li>Professor </li></ul><ul><li>Department of NAME, BUET. </li></ul><ul><li>Presented by </li></ul><ul><li>Hasib Ul Haque (0712014) </li></ul><ul><li>Ahmad Shibli Saleheen (0712018) </li></ul>
  3. 3. Our first presentation on this project includes : <ul><li>Principal particulars </li></ul><ul><li>Preliminary lightweight, deadweight and displacement </li></ul><ul><li>Preliminary GA </li></ul><ul><li>Preliminary lines plan </li></ul><ul><li>Preliminary hydrostatic calculation </li></ul>
  4. 4. Owner’s Requirement <ul><li>Ship type: Water Taxi </li></ul><ul><li>Capacity: 95 Passenger </li></ul><ul><li>Speed: 14 knots </li></ul><ul><li>Route: Sadarghat-Ashulia (29.5km) </li></ul>
  5. 5. OBJECTIVES <ul><ul><li>To take advantage of Dhaka city’s circular waterway </li></ul></ul><ul><li>To ease the water way communication with comfortable service </li></ul><ul><li>To reduce the pressure on land transport. </li></ul><ul><li>To safe people from horrible traffic jam </li></ul><ul><li>To establish a modern transport system which is more safe, affordable, technologically dependable, environment friendly, and acceptable to all citizens of the country </li></ul>
  6. 6. Inland Water Transport Network by Category Class Indicated Draft Length in Km. Classification criteria I 3.6 meter 683 at least 3.6 m required to maintain round the year. II 2.1 meter 1000 major inland ports or place of economic importance to class I routes. III 1.5 meter 1885 seasonal in nature IV <1.5 meter 2400 in dry season no navigability Total 5968
  7. 7. Circular Waterways around Dhaka <ul><li>Total Length-110 km. </li></ul><ul><li>Already Completed: </li></ul><ul><li>Sadarghat to Ashulia (30 km); </li></ul><ul><li>Dredging: 17.44 lakh m 3 . </li></ul><ul><li>To be Completed: </li></ul><ul><li>Ashulia to Kanchpur (40 km); </li></ul><ul><li>Dredging: 34.73 lakh m 3 . </li></ul>Sadarghat Ashulia Kanchpur
  8. 8. GENERAL PARTICULARS 25.79 m WATER TAXI <ul><li>Classification Society: GL </li></ul><ul><li>Type: Small passenger vessel </li></ul>
  9. 9. Information of basis ship MV TURAG & MV BURIGANGA <ul><li>LOA 11.85m </li></ul><ul><li>LBP 11.7m </li></ul><ul><li>B 3.50m </li></ul><ul><li>D 1.40m </li></ul><ul><li>T 0.65m </li></ul><ul><li>Displacement 17.7 T </li></ul><ul><li>L/B 3.34 </li></ul><ul><li>B/T 5.38 </li></ul><ul><li>D/T 2.15 </li></ul><ul><li>C b 0.60 </li></ul>
  10. 10. DETERMINATION OF PRINCIPAL PARTICULARS <ul><li>  ASSUMPTION : </li></ul><ul><li>LOA/LBP = 1.05 </li></ul><ul><li>LBP/B = 3.87 </li></ul><ul><li>B/T = 4.20 </li></ul><ul><li>D/T = 1.73 </li></ul><ul><li>C b = 0.6 </li></ul><ul><li>C d = 0.35 </li></ul>
  11. 11. LBP 25.79/LBP =1.05 = 24.4 m Breadth (B) 24.4/B= 3.87 = 6.30 m Draft (T) 6.30/T = 4.20 = 1.5 m Depth (D) D/1.5= 1.73 = 2.6 m
  12. 12. PRINCIPAL PARTICULARS <ul><li>Length Overall 25.79meter </li></ul><ul><li>LBP 24.4 meter </li></ul><ul><li>Breadth (moulded) 6.3 meter </li></ul><ul><li>Depth 2.6 meter </li></ul><ul><li>Max. Draught(moulded) 1.5 meter </li></ul><ul><li>(at full load) </li></ul>
  13. 13. DISPLACEMENT ESTIMATION <ul><li>DEADWEIGHT (DWT) CALCULATION : </li></ul>No of Person on board: No of passenger = 95 No of crew = 4 Total = 99 Weight Allowance per person: Weight per person = 75 kg Fresh water per person = 1 liter Luggage = 5 kg Total = 81kg Fuel needed per voyage : 500 liter Store + Allowance : 1000 kg Total Weight : (95*81) + (500*.80) + 1000 = 32.495 tonnes Cargo: (95*5)=0.475 tonnes Allowance : 10 tonnes Deadweight : Total weight + Cargo+Allowance = (32.495+.475+10)=42.97tonnes
  14. 14. DISPLACEMENT ESTIMATION <ul><li>LIGHT WEIGHT & DISPLACEMENT CALCULATION </li></ul><ul><li>Deadweight Coefficient : 0.35(Assuming) </li></ul><ul><li>Displacement : </li></ul><ul><li>Lightship : </li></ul>∆ = DWT / C D = (42.97 / 0.35) tonnes = 122.77 tonnes. Light Weight = ∆ - DWT = ( 122.77 – 42.97) tonnes = 79.8 tonnes
  15. 15. LINES PLAN
  16. 16. BODY PLAN
  17. 17. HALF BREADTH PLAN
  18. 18. PROFILE PLAN
  19. 19. GENARAL ARANGEMENT DRAWING
  20. 20. MAIN DECK
  21. 21. SPACE ALLOCATION <ul><li>Passenger Compartment(1 st class)=7.885 m long </li></ul><ul><li>Passenger Compartment(2 nd class)=4m long </li></ul><ul><li>Canteen = 5.197m long </li></ul><ul><li>Toilet = (1.757m × 2 no.) </li></ul><ul><li>Navigation Room = 2.117m long </li></ul><ul><li>Crews’ Rest Room = 2.250m×1.684m </li></ul>
  22. 22. HULL FORM
  23. 23. Hydrostatic Particulars <ul><li>Water Plane Area </li></ul><ul><li>Displacement </li></ul><ul><li>KB </li></ul><ul><li>BM L </li></ul><ul><li>MCT 1m </li></ul><ul><li>BM T </li></ul><ul><li>Block Coefficient, C b </li></ul><ul><li>Midship section Coefficient, C m </li></ul><ul><li>Prismatic Coefficient, C p </li></ul><ul><li>Water plane Coefficient, C w </li></ul><ul><li>Position of Center of flotation from amidship </li></ul><ul><li>Longitudinal Position of Center of buoyancy </li></ul>
  24. 24. Formula used in hydrostatic calculation <ul><li>Water plane Area : </li></ul><ul><li>In our lines plane we take total 11 Station. Multiplying the half ordinate of each station with the multipliers used in simpson’s first rule we find total product for area. Then, </li></ul><ul><li>Water plane area = 2 X h L /3 X total Product for area </li></ul><ul><li>Displacement : </li></ul><ul><li>In our lines plane we take total 4 water lines. After finding different water plane area </li></ul><ul><li>we use 5,8,-1 rule, simpson,s first rule & simpson’s second rule to find volume up to different water line. As our ship is an Inland waterways ship so Displacement is equals to volume. </li></ul><ul><li>Volume up to water line 1 = 1/12 X h v X Total Product for volume (By using 5,8,-1 rule). </li></ul><ul><li>Volume up to water line 2 = 1/3 X h v X Total Product for volume </li></ul><ul><li>(Using Simpson’s First rule). </li></ul><ul><li>Volume up to water line 3 = 3/8 X h v X Total Product for volume </li></ul><ul><li>(Using Simpson’s Second rule). </li></ul><ul><li>Volume up to water line 4 = 1/3 X h v X Total Product for volume </li></ul>
  25. 25. Formula Used in Hydrostatic Calculation: Positions of Center of Buoyancy above keel ( KB ) : KB = Moment of Volume Displacement above base / Volume up to corresponding waterline Positions of Longitudinal Metacenter (BM L ) : BM L = Moment of Inertia about center of flotation ( I L ) / Displacement of volume Moment to Change trim 1m ( MCT 1m ) : MCT 1m = (I L X Displacement in ton ) / (L BP X Displacement in volume) Positions of Transverse Metacenter (BM T ) : BM T = Transverse Moment of Inertia / Moment of Volume.
  26. 26. Formula Used in Hydrostatic Calculation: Block Coefficient (C B ): C B = Displacement in Volume / (L BP X B X draught at corresponding water plane.) Midship Area Coefficient (C m ) : C m = Midship Section Area / (B X draught at corresponding water plane.) Prismatic Coefficient (C p ) : C p = C B / C m Water plane Coefficient (C w ) : C w = Water plane Area / (B X L at corresponding water plane.)
  27. 27. OFFSET TABLE Station WL-1 WL-2 WL-3 WL-4 0 2.282 0.5 0.134 1.759 2.474 1 0.061 0.958 2.256 2.628 1.5 0.585 1.941 2.494 2.771 2 1.443 2.312 2.686 2.865 3 2.209 2.722 2.909 3.016 4 2.571 2.922 3.077 3.127 5 2.644 3.034 3.142 3.150 6 2.024 2.696 2.992 3.132 7 0.946 2.039 2.606 2.889 8 0.503 1.149 1.817 2.289 8.5 0.338 0.760 1.243 1.783 9 0.188 0.436 0.771 1.188 9.5 0.063 0.178 0.341 0.621 10 0.025
  28. 28. Hydrostatic Parameter
  29. 29. Form Coefficient
  30. 30. HYDROSTATIC CURVE Displacement
  31. 31. HYDROSTATIC CURVE
  32. 32. Hydrostatic Curve
  33. 33. Hydrostatic Curve
  34. 34. Hydrostatic Curve
  35. 35. Hydrostatic Curve
  36. 36. Class & Regulations followed <ul><li>Classification </li></ul><ul><li>According to GL Rules & Guidance 2006 </li></ul><ul><li>Regulations </li></ul><ul><li>SOLAS </li></ul><ul><li>Inland Shipping Ordinance (Passenger),2001. </li></ul><ul><li>Inland Shipping Ordinanace (Freeboard),2001 </li></ul><ul><li>IMO stability Guideline </li></ul><ul><li>The Inland Shipping Ordinance,1976. </li></ul><ul><li>Maritimes Regulations of Bangladesh. </li></ul>
  37. 37. Thank You
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