Port Works Design Manual : Part 2

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4Working Committee of Port Works Design Manual : Part 2The preparation of the document was overseen by Chief Engineer/Technical Services :Ir Tong Nai-piuThe document was drafted by the following staff of the Civil Engineering Office :Ir Lee Wai-pingIr Dr Chu Chi-keungIr Lai Tsan-keiIr Wong Ching-piuAssistance and advice were provided by the following staff of the Civil Engineering Office :Ir Au Ying-kitIr Chiu Mau-fatIr Ko Wai-kuenIr Lam Chi-keungIr Li Yuen-wingThe document was reviewed by :Professor Yoshimi Goda, Yokohama National UniversityProfessor Lee Chack-fan, the University of Hong KongProfessor Kwan Kwok-hung, the University of Hong Kong
5CONTENTSPageNo.TITLE PAGEFOREWORDCONTENTS1351. INTRODUCTION 91.1 Purpose 91.2 Definitions and References 102. DESIGN CONSIDERATIONS OF PIERS 112.1 Definitions 112.2 Design Life 112.3 Vessel Characteristics 112.3.1 Design Data 112.3.2 Vessel Movements 122.4 Site Selection 142.4.1 Bathymetry and Approach Channel 142.4.2 Exposure to waves, winds and currents 142.4.3 Environmental Impact 152.4.4 Soil Conditions 152.4.5 Site Accessibility 152.5 Structural Forms 162.5.1 Open Structures 162.5.2 Solid Structures 162.5.3 Selection 172.6 Layout 172.6.1 Length and Width 172.6.2 Orientation 182.6.3 Deck Level 182.6.4 Depth Alongside 192.6.5 Transport Planning and Design 192.7 Fenders 192.7.1 Type of Fenders 192.7.2 Timber Fenders 202.7.3 Rubber Fenders 20
Page 1 and 2: PORT WORKS DESIGN MANUALPART 2Guide
Page 3: 3FOREWORDThe Port Works Design Manu
Page 7 and 8: 7PageNo.4.3.1 Loading Conditions 45
Page 9 and 10: 91. INTRODUCTION1.1 PurposeThe purp
Page 11 and 12: 112. DESIGN CONSIDERATIONS OF PIERS
Page 13 and 14: 13sway and yaw, are subject to the
Page 15 and 16: 152.4.3 Environmental ImpactIt is i
Page 17 and 18: 17This will make berthing difficult
Page 19 and 20: 19below the pier deck in the case o
Page 21 and 22: 21provide a larger energy absorptio
Page 23 and 24: 23• The design of the vertical po
Page 25 and 26: 25Where small vessels will use the
Page 27 and 28: 273. PILED DECK PIERS3.1 GeneralThe
Page 29 and 30: 29maximum wave height H max . For d
Page 31 and 32: 313.4 MooringsBollards should norma
Page 33 and 34: 33depending on whether preliminary
Page 35 and 36: 35chloride content exceeds the thre
Page 37 and 38: 37water or aggressive ions into con
Page 39 and 40: 39against corrosion for the design
Page 41 and 42: 41Section 8 of the GS requires all
Page 43 and 44: 434. SOLID PIERS4.1 GeneralTypical
Page 45 and 46: 45For overturning, it is recommende
Page 47 and 48: 47Manual.Reference should be made t
Page 49 and 50: 494.8 Construction4.8.1 GeneralThis
Page 51 and 52: 51For rock armour layers and underl
Page 53 and 54: 535. DOLPHINS AND FLOATING PIERS5.1
Page 55 and 56:
55Rigid dolphins may be of solid co
Page 57:
57pontoon. The dimensions and incli
Page 60 and 61:
60The Wu Kai Sha Public Pier (Plate
Page 63 and 64:
63REFERENCESBSI (1988). Maritime St
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Port Works Design Manual : Part 2

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