Port Works Design Manual : Part 2

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6PageNo.2.7.4 Plastic Fenders 222.7.5 Arrangement of Fenders 222.8 Moorings 242.9 Other Pier Facilities 252.10 Aesthetics 263. PILED DECK PIERS 273.1 General 273.2 Loading 283.2.1 Loading Conditions and Load Factors 283.2.2 Waves and Water Levels 283.2.3 Design Wave Height and Pressure 283.2.4 Lateral Loads 293.3 Fenders 303.4 Moorings 313.5 Structural Design 313.5.1 Pier Deck 313.5.2 Piles 323.6 Corrosion Protection for Pier Deck 343.6.1 Corrosion Mechanism 343.6.2 Protective Coatings 353.6.3 Cathodic Protection 373.6.4 Corrosion Monitoring 373.6.5 Corrosion Protection for Pier Facilities 383.7 Corrosion Protection for Piles 383.7.1 Steel Piles 383.7.2 Reinforced Concrete Piles 393.7.3 Corrosion Monitoring 393.8 Catwalk 393.9 Construction 403.9.1 General 403.9.2 Piling 403.9.3 Pier Deck 413.10 Maintenance 424. SOLID PIERS 434.1 General 434.2 Stability 444.3 Loading 45
7PageNo.4.3.1 Loading Conditions 454.3.2 Water Levels and Waves 464.3.3 Design Wave Height and Pressure 464.3.4 Lateral Loads 474.4 Toe Protection 474.5 Fenders and Moorings 484.6 Corrosion Protection 484.7 Catwalk 484.8 Construction 494.8.1 General 494.8.2 Foundation 494.8.3 Rock, Armour and Underlayers 504.8.4 Concrete Blocks and Caissons 514.8.5 Pier Facilities 524.9 Maintenance 525. DOLPHINS AND FLOATING PIERS 535.1 Dolphins 535.1.1 Functions 535.1.2 Layout 535.1.3 Structural Design 545.1.4 Accessories 555.2 Floating Piers 555.2.1 Layout 555.2.2 Design Principles 565.2.3 Testing 576. AESTHETICS 596.1 Principles 596.2 Illustrations 596.3 Durability 60REFERENCESTABLESList of TablesTables63656769
Page 1 and 2: PORT WORKS DESIGN MANUALPART 2Guide
Page 3 and 4: 3FOREWORDThe Port Works Design Manu
Page 5: 5CONTENTSPageNo.TITLE PAGEFOREWORDC
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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