Port designer's handbook (Record no. 55598)

MARC details
000 -LEADER
fixed length control field 08609 a2200181 4500
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9780727763075
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 627.3
Item number THO
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Thoresen, Carl A.
245 ## - TITLE STATEMENT
Title Port designer's handbook
250 ## - EDITION STATEMENT
Edition statement Ed.4
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Name of publisher, distributor, etc ICE Publishing
Place of publication, distribution, etc London
Date of publication, distribution, etc 2018
300 ## - PHYSICAL DESCRIPTION
Extent xvii,640p.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note Contents<br/>Foreword xi<br/>Preface xiii<br/>Acknowledgements xv<br/>About the author xvii<br/>01 Port planning 1<br/>1.1. Introduction 1<br/>1.2. Planning procedures 1<br/>1.3. Subsurface investigations 14<br/>1.4. Hydraulic laboratory studies 23<br/>1.5. Life-cycle management 27<br/>1.6. Safety management and risk assessment 28<br/>1.7. The International Ship and Port Facility Security (ISPS) Code and the Container Security Initiative (CSI) 31<br/>References and further reading 36<br/>02 Environmental forces 39<br/>2.1 . General 39<br/>2.2. Wind 39<br/>2.3. Waves 52<br/>2.4. Floating wave breakwater 68<br/> 2 .5. Current 71<br/>2.6. Ice forces 79<br/>References and further reading 83<br/>03 Channels and harbour basins 85<br/>3.1 . Channels and waterways 85<br/>3 .2. Harbour basin 90<br/>3 .3 . Anchorage areas 99<br/>3.4. Area of refuge 102<br/>3.5. Grounding areas 103<br/> References and further reading 104<br/>04 Berthing requirements 105<br/>4.1. Operational conditions 105<br/>4.2 . Navigation 109<br/>4.3. Tugboat assistance 117 <br/>4.4. Wind and wave restrictions 126<br/>4.5. Ship movements 137<br/>4.6. Passing ships 145<br/>4.7. Visibility 146<br/>4.8. Port regulations 146<br/>4.9. Availability of a berth References and further reading 147 05 Impact from ships 149<br/>5.1. General 149<br/>5.2. The theoretical or kinetic method 149<br/>5.3. The empirical method 157<br/>5.4. The statistical method 157<br/>5.5. Abnormal impacts 158<br/>5.6. Absorption of fender forces 159<br/>5.7. Ship 'hanging' on the fenders 161<br/> References and further reading 162<br/>06 Design considerations 163<br/>6.1. General 163<br/>6.2. Design life 163<br/>6.3. Standards, guidelines and design codes 166<br/>6.4. Load combinations and limit states 168<br/>6.5. . Load and concurrency factors 169<br/>6.6. Material factors and material strength 171<br/>6.7. Characteristic loads from the sea side 171<br/> 6.8. Vertical loads on berth structures 171<br/>6.9. Horizontal loads on the berth 173<br/>6.10. Characteristic loads from the land side 178<br/>6.11. Summary of loads acting from the sea side 179<br/> References and further reading 179<br/>07 Safety considerations 181<br/>7 . 1. General 181<br/>7.2 Specification safety 181<br/>7.3. Design safety 181<br/>7.4. Construction safety 185<br/>7.5. Personnel safety 185<br/>7.6. Operational safety 185<br/>7.7. Total safety 186<br/>References and further reading 186<br/>08 Types of berth structures 189<br/>8. 1. General 189<br/>8.2. Vertical loads 191<br/> 8.3. Horizontal loads 193<br/>8.4. Factors affecting the choice of structures 199<br/>8.5. Norwegian and international berth construction 203<br/> References and further reading 203<br/>09 Gravity wall structures 205<br/>9.1.General 205<br/>9.2. Block wall berths 205<br/>9.3. Caisson berths 209<br/>9.4. Cell berths 211<br/>References and further reading 222<br/>10 Sheet pile wall structures 223<br/>10.1.General 223<br/>10.2. Driving of steel sheet piles 224<br/>10.3. . Simple anchored sheet pile wall berths 230<br/>10.4. Solid platform berths 234<br/>10.5. Semi-solid platform berth 239<br/>10.6. .Drainage of steel sheet piles 240<br/>10.7. Berth structures in artie conditions 240<br/>References and further reading 240<br/>11 Open berth structures 243<br/>11 .1 . General 243<br/>11.2. Column berths 249<br/>11.3. Pile berths 256<br/>11 .4. Lamella berths 271<br/>11.5. Open berth slabs 272<br/>References and further reading 301<br/>12 Floating berth structures 303<br/>12.1. General 303<br/>12.2. Mooring systems 311<br/>12.3. Floating quays and load levels 321<br/>References and further readi ng 324<br/>13 Berth details 325<br/>13.1. General 325<br/>13.2. Traditional mooring system 325<br/>13.3. Automat ic mooring system 337<br/>13.4. Lighting 340<br/>13.5. Electric power supply 340<br/>13.6. Potable and raw water supply 342<br/>13.7. Water drainage system 342<br/>13.8. Sewage disposal 343<br/>13.9. Oil and fuel interceptors 343<br/>13.10 Access ladders 344<br/>13.11. Handrails and guardrails 344<br/>13.12. Kerbs 345<br/>13.13. Lifesaving equipment 346<br/>13.14. Pavements 346<br/>13.15. Crane rails 354<br/>References and further reading 357<br/>14 Container terminals 359<br/>14.1 . Site location 359<br/>14.2. Existing areas 360<br/>14.3. Container ships 362<br/>14.4. Container terminal areas 365<br/>14.5. Container handling equipment 370<br/>14.6. Container handling systems in the container stacking area 377<br/>14.7. Container berth and terminal area requiremer3ts and capacity 391<br/>14.8. Hinterland 396<br/>14.9. The world's largest container ports 398<br/>References and further reading 398<br/>15 Fenders 399<br/>15.1. G.eneral 399<br/>15.2. Fender requirements 400<br/>15.3. Surface-protecting and energy-absorbing fenders 401<br/>15.4. Different types of fender 406<br/>15.5. Installation 407<br/>15.6 Effects of fender compression 409<br/>15.7. Properties of a fender 412<br/>15.8. Single- and double-fender systems 419<br/>15.9. Fender wall 421<br/>15.10. Hull pressure 424<br/>15.11. Spacing of fenders 425<br/>15.12. Cost of fenders 426<br/>15.13 Damage to fender structures 427<br/>15.14. Calculation examples 429<br/>15.15. Information from fender manufacturers 433<br/>References and further reading 445<br/>16 Erosion protection 447<br/> 16.1 General 447<br/>16.2. Erosion due to wave action 451<br/>16.3. Erosion due to the main propeller action 452<br/>16.4. Erosion due to thrusters 455<br/>16.5. The required stone protection layer 458<br/>16.6. Erosion protection systems 459<br/>16.7. Operational guidelines 468<br/>References and further reading 469<br/>11 Steel corrosion 471<br/>17.1. General 471<br/>17.2. Corrosion rate 471<br/>17.3. Astronomical low water corrosion 473<br/>17.4. Corrosion protection systems 473<br/>17.5. Stray current corrosion 479<br/>References and further reading 479<br/>18 Underwater concreting 481<br/>18.1. General 481<br/>18.2. Different methods of underwater concreting 481<br/>18.3. The tremie pipe method 483<br/>18.4. The production of concrete for use in tremie pipes 495<br/>18.5. Anti-washout (AWO) concrete 497<br/>18.6. Damage during construction of new structures 501<br/>18.7. Repairs of new concrete 504<br/>18.8. Concrete plant and supervision References and further reading 508<br/>19 Concrete deterioration 509<br/>19.1. General 509<br/>19.2. Durability of concrete berth structures 510<br/>19.3. Freezing and thawing 511<br/>19.4. Erosion 512<br/>19.5. Chemical deterioration 512<br/>19.6. Corrosion of reinforcement 514<br/>19.7. Resistivity 519<br/>19.8. Condition survey 519<br/>19.9. Concrete cover 521<br/>19.10. Surface treatments 522<br/>19.11. Condition survey 522<br/>19.12. Overloading of the berth structure 523<br/>19.13. In situ quality control 524<br/>References and further reading 524<br/>Concrete maintenance and repair 525<br/>20.1. General 525<br/>20.2. Assessment 526<br/>20.3. Maintenance manual and service inspection 526<br/>20.4. Condition of a structure 527<br/>20.5. Repairs of concrete 528<br/>20.6. Repairs in zone 1 (permanently submerged) 531<br/>20.7. Repairs in zone 2 (tidal zone) 535<br/>20.8 Repairs in zone 3 (the splash zone or the area above<br/>highest astronomical tide (HAT)) 537<br/>20.9 Cathodic protection 542<br/>20.10. Chloride extraction 547<br/>20.11. Cost of repairs 547<br/>References and further reading 548<br/>21 Port maintenance 549<br/>21.1 Responsibility for maintenance 549<br/>21.2. Spares 549<br/>21.3. Management information 549<br/>21.4. Maintenance personnel 550<br/>21.5. Plant and equipment 550<br/>21.6. Infrastructure 551<br/>21.7. Optimisation of design to reduce future maintenance costs 553<br/>21.8. Maintenance management 556<br/>21.9. Maintenance strategy 556<br/>21.10. Inspections 557<br/>21.11. Rating and prioritisation 559<br/>21.12. Condition assessment ratings 559<br/>21.13. Post-event condition ratings 560<br/>21.14. Recommendations and follow-up actions 561<br/>21.15. Repair prioritisation 562<br/>20.16. Maintenance data management 562<br/>References and further reading 563<br/>Ship dimensions 565<br/>22.1. General 565<br/>22.2 . Ship dimensions 565<br/>22.3. Recommended design dimensions 579<br/>22.4. Recommendations 579<br/>References and further reading 565<br/>23 Definitions 597<br/>References and further reading 606<br/>24 Conversion factors 607<br/>24.1 .Length 607<br/> 24.2.Speed 607<br/>24.3. Area 607<br/>24.4. Volume 608<br/>24.5. Weight 608<br/>24.6. Force 608<br/>24.7. Force per unit length 608<br/>24.8. Force per unit area 608<br/>24.9. Moment 609<br/>24.10. Temperatures 609<br/>24.11. Useful data 609<br/>Index 611<br/><br/><br/><br/><br/><br/><br/><br/> <br/>
600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME
9 (RLIN) 65107
890 ## - Country
Country UK
891 ## - Topic
Topic FT
942 ## - ADDED ENTRY ELEMENTS (KOHA)
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Holdings
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    Dewey Decimal Classification     Faculty of Technology   CEPT Library CEPT Library Reference 10/04/2019 amazon.in 10881.00 1 627.3 THO 020500 29/04/2019 26/04/2019 10881.00 18/02/2019 Reference Books
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