ARAB ACADEMY FOR SCIENCE, TECHNOLOGY AND MARITIME TRANSPORT
COLLEGE OF MARITIME TRANSPORT AND TECHNOLOGY
Alexandria, Egypt
DESIGN CONSIDERATIONS OF CONTAINER SHIPS
By
Walid Mohamed Ahmed Bahgat
A Thesis submitted to the College of Maritime Transport and Technology In Partial Fulfillment of the Requirements
For the award of
MASTER DEGREE In
Maritime Transport Technology
"Marine Engineering Surveying"
Supervised by
Prof. Dr. El Sayed Hegazy Dr. El Sayed Agwa Visiting Professor
Arab Academy for Science, Technology and Maritime Transport
Manager of Regional Maritime Examination Center Arab Academy for Science, Technology and Maritime Transport
2006
ABSTRACT
Regarding to the remarkable development of container ships during the previous thirty years, it was natural to renovate ships and ports to face the current quick change in handling goods. Therefore, giant cranes and equipments must be changed to be ready to facilitate containers handling.
Statistics were made for these types of vessels; many methods were made to find out the principal dimensions of these ships. Unfortunately these methods have become out of date. Consequently, it was necessary to find out new statistics for most new modern ships that actually exist or under construction.
This is a descriptive analytical thesis. In other words, the collected data concerning modern container ships to build out statistics for them used computer to draw curves in order to know the main dimensions of these ships. The researcher visited Damietta port to study the most modern equipments used there to facilitate handling of containers.
The aim of the thesis is to give quick method for determination of the main dimensions of container vessels by using statistical survey of existing container ships. Also the study explains the different design considerations and the special requirements of the classification societies for such ships.
One of the most important results that the researcher retched to is a simple way to know the main dimensions of container ships. The results were compared with previous methods, and thus it was found that the actual results are nearer to the fact, and therefore, they are applicable in future.
I
TABLE OF CONTENTS
CHAPTER I: Introduction
1-1 Introduction 2
1-2 Scope of work 4
1-3 Objective of thesis 5
1-4 Structure of the thesis 5
CHAPTER II: Historical Review 2-1 Unitization 7
2-2 Palletization 7
2-3 Containerization 9
2-4 Standardization of sizes 11
2-5 The origin of containerization 19
2-5-1 The origin of “TEU” 21
2-6 Container ships 22
CHAPTER III: Design Considerations of Container Ships
3-1 General 303-1-1 Open Container Ships 31
3-1-2 Container Ship Capacity 31
3-2 Container Ship Design 33
3-3 Design Starting Point 34
3-4 The Weight Design Equations 34
3-5 The Volume Design Equations 36
3-6 Design Based on Linear Dimensions 38
3-7 Dimensions and Dimensional Relationships for Container Ships 40
3-7-1 General Discussion 40
3-7-2 The Breadth / Length Ratio B = F (L) 41
3-7-3 Depth / Breadth Relationship D = F (B) 44
3-7-4 The Draught / Depth Relationship T = F (D) 48
II
3-7-5 The Depth / Length Relationship D = F (L) 53
3-7-6 Draught / Length Relationship T = F (L) 57
3-7-7 Draught / Breadth Relationship T = F (B) 61
3-8 Dimensional Constraints 65
3-9 Recommendations on Metacentric Height 67
3-10 Ways of Influencing Stability 68
3-10-1 Intact stability 68
3-10-2 Damaged Stability 71
3-11 Approximate Formulae for Initial Stability 71
3-11-1 Height of The Center of Buoyancy above the Keel 72
3-11-2 Height of Metacentre above The Centre of Buoyancy 73
3-11-3 Height of The Metacentre above Keel 73
3-12 International regulation 75
3-12-1 Code on intact stability 75
3-12-2 Damaged Stability 79
CHAPTER IV: Classification Societies Requirements for the Construction of Container Ships
4-1 Introduction 814-1-1 General Arrangement 81
4-1-2 Ship's Data 81
4-2 Structural Configuration 82
4-2-1 Information Required 83
4-3 Materials and protection 84
4-3-1 Materials and grades of steel 84
4-3-2 Protection of steelwork 84
4-4 Longitudinal strength 84
4-4-1 General 84
4-5 Deck structure 86
4-5-1 General 86 4-5-2 Longitudinal under deck girders 87
III
4-5-3 Deck openings 87
4-6 Shell envelope plating 88
4-6-1 General 88
4-6-2 Side shell and sheer strake 88
4-7 Double bottom structure 88
4-8 Longitudinal bulkheads 88
4-8-1 General 88
4-8-2 Plating 89
4-9 Transverse bulkheads 89
4-9-1 Transverse watertight bulkheads 89
4-9-2 Transverse non-watertight mid-hold bulkheads 89
CHAPTER
V: Proposed Method for Fixing Main Dimensions of New Container Vessels
5-1 General 915-2 Methods of Estimating Ship's Length 95
5-3 Method 1: Schneekluth's Formula 96
5-4 Method 2: Formulae Based on Statistics of Built Ships 96
5-5 Method 3: Cube Root Format 98
5-6 Method 5: Proposed Method for Determination of Ship's Length 100
5-7 Comparison between Different Methods 110
5-8 Proposed Design Method for Determination of Main Dimensions of Container Vessels 111 5-9 Optimizing the Dimensions of Container Ship 112
5-9-1 The breadth 112
5-9-2 The Length 114
5-9-3 The Depth 114
Conclusions & Recommendations
116References
119Arabic Abstract 122
IV
List of Figures
Fig.(2.1) Standard dry container 13
Fig.(2.2)(a,b) dry Refrigerated container and insulated container 14
Fig. (2.3) Open top (soft top) container 15
Fig. (2.4) Open top with tilt, and roof bows removed; door header 15
Fig. (2.5) Tilt removed side walls collapsed 16
Fig. (2.6) Half height container; solid removable top 17
Fig. (2.7) Dry bulk container showing filling and discharging opening 18
Fig (3.1) Length and breadth relationship 43
Fig (3.2) L/B Ratio and Length relationship 44
7 Fig (3.3) Depth and breadth relationship 4
Fig (3.4) B/D Ratio and breadth relationship 48
Fig (3.5) Draught and depth relationship 52
Fig (3.6) T/D Ratio and length relationship 52
Fig (3.7) Length and depth relationship 56
6 Fig (3.8) L/D Ratio and length relationship 5
Fig (3.9) Length and draught relationship 60
Fig (3.10) L/T Ratio and length relationship 61
Fig (3.11) Draught and breadth relationship 64
Fig (3.12) B/T Ratio and length relationship 65
Fig. (3.13) Effect of the free surfaces 70
Fig.(3.14) Unsymmetrical flooding 71
Fig.(3.15) comparison of ship's water plane with a trapezium of same area 75
Fig.(3.16) Weather criterion 77
Fig. (3.17) Dimensions of container ship 78
Fig.(4.1) containership midship section 82
Fig. (4.2) Breadth of hatch coaming for container ship 86 99 Fig. (5.1) Graphs of CB & V/L for several ship types B 0.5
V
Fig. (5.2) LBP & TEU relationship for ships less than 1000TEUs 101
Fig. (5.3) LBP & TEU relationship 1000TEUs < for ships < 2000TEUs 102
Fig. (5.4) LBP & TEU relationship 2000TEU < for ships < 3000TEU 104
Fig. (5.5) LBP & TEU relationship 3000TEU < for ships < 4000TEU 105
Fig. (5.6) LBP & TEU relationship 4000TEU < for ships < 5000TEU 106
Fig. (5.7) LBP & TEU relationship 5000TEU < for ships < 6000TEU 107
10 Fig. (5.8) LBP & TEU relationship for ships more than 6000TEUs 8 Fig. (5.9) Design spiral 112
VI
List of Tables
Table (2.1) Names & main particulars of existing container vessels 25 Table (3.1) LBP, B and L/B ratios for container ships 41 Table (3.2) B, D and B/D ratios for container vessels 45 Table (3.3) LBP, D, T and T/D ratios for container ships 50
Table (3.4) LBP, D and L/D ratios 53
Table (3.5) LBP, T and L/T ratios 58
Table (3.6) LBP, B, T and B/T ratios 62
Table (3.7) Main dimensions for ships passing in certain canals 67 Table (3.8) Standard GM - for “outward journey", fully loaded 68
Table (4.1) The values of factor C1 85
Table (5.1) Typical dwt coefficients for merchant ships 94 Table (5.2) Typical V/L0.5 values for merchant ships 99
Table (5.3) LBP for ships less than 1000TEUs 100
Table (5.4) LBP for ships more than 1000TEUs and less than 2000TEUs 101 Table (5.5) LBP for ships from 2000TEUs and less than 3000TEUs 103 Table (5.6) LBP for ships more than 3000TEUs and less than 104 Table (5.7) LBP for ships more than 4000TEUs and less than 105 Table (5.8) LBP for ships more than 5000TEUs and less than 106
Table (5.9) LBP for ships more than 6000TEUs 107
Table (5.10) Proposed Formula for determining the length of new built
container ship 109
Table (5.11) Comparison between actual length and calculated length 109
Table (5.12) The difference between methods 110
VII
List of Abbreviations
APL – American president lines
ASA – American standards association Cw - Water plane area coefficient DWT- Dead weight in tonnes FEU - Forty equivalent units
GM – The height of metacentric point above the centre of gravity in meters GZ – Righting lever in meters
ISO – International organization for standardization
KG – The height of centre of gravity above the keel in meters KM – The height of metacentric point above the keel in meters MT – Torque loading in tonne.meters
SLWL – Summer loaded water line TEU –Twenty equivalent units
∆ - Displacement in tonnes
VIII
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