Design: Piers and Wharves - index
Design: Piers and Wharves - ufc_4_152_010001
Unified Facilities Criteria (UFC) - ufc_4_152_010002
Foreword - ufc_4_152_010003
New Document Summary Sheet - ufc_4_152_010004
Contents - ufc_4_152_010005
Contents - Cont'd - ufc_4_152_010006
Contents - Cont'd - ufc_4_152_010007
Contents - Cont'd - ufc_4_152_010008
Figures - ufc_4_152_010009
Tables - ufc_4_152_010010
Chapter 1 Introduction - ufc_4_152_010011
Ammunition.
Flexibility of Berths
Appurtenaces and Features
Chapter 2: Facility Planning
Pier Orientation
Disaster Control and Emergency Plans
Figure 2-1. Pier and Wharf Types
Figure 2-2. Wharf Types
General - ufc_4_152_010020
Ship Characteristics.
Table 2-1 Ship Characteristics for Selected Ships
Supporting Items.
Pier and Wharf Length
Pier and Wharf Width
Berths on Both Sides
Mobile Crane Operation
Figure 2-3. Length and Width of Slip
Figure 2-4. Location of Crane Rails, Railroad Tracks, and Utilities
Table 2-2 Typical Single Deck Pier and Wharf Widths
Figure 2-5. Single Deck Pier
Figure 2-6. Double Deck Pier.
Railroad & Crane Trackage
Trucks and Other Vehicles
Fuel-Handling Equipment
General Considerations - ufc_4_152_010036
Table 2-3 Estimated Space Requirements for PMA
Minimum Width of Slip for Inactive Berthing.
Utilities - ufc_4_152_010039
Utility Trenches
Lower Deck Lighting
Walkway Width
Railroad Access
Shoreline Preservation
Figure 2-7. Open and Solid Type Piers/Wharves.
Figure 2-8. Floating Double Deck Pier.
Earthquake.
Advance Bases and Remote Areas.
Advance Bases and Remote Areas - Cont'd - ufc_4_152_010049
Advance Bases and Remote Areas - Cont'd - ufc_4_152_010050
Construction Time
Track Mounted Crane
Solid
Figure 2-9. Open Type Wharf Concepts.
Figure 2-10. Closed Type Wharf Concepts.
Solid - Cont'd
Figure 2-11. Solid Type, Cellular Construction.
Floating
Hydraulic Fill
Figure 2-12. Solid Type, Caisson and Concrete Block Construction
Chapter 3. Load Requirements
Table 3-2 Vertical Live Loads for Pier and Wharf Decks
Container Cranes
Figure 3-1. Wheel Loads for Portal Cranes
Impact - ufc_4_152_010065
Figure 3-2. Configuration and Wheel Loads for Container Cranes
Figure 3-3. Wheel Loads and Dimensions for Truck Cranes
Table 3-3 Outrigger Float Loads for Mobile Cranes
Forklift and Straddle Carrier Loadings
Concentrated Loads
Figure 3-4. Wheel Loads for Forklifts
Figure 3-5. Wheel Loads for Straddle Carriers
Simultaneous Loads
Sloping Fill Loads
Earthquake Loads
Table 3-4 Values of CS, modifier for short-period spectral acceleration
Table 3-5 Values of C1, modifier for 1-second period spectral acceleration
Dynamic Fill Loads
Water Pressure
Dynamic Impact
Figure 3-6. Principal Modes of Ice Action
Static Pressure
Load Symbols
Load Factor Design
Table 3-6 Load Combinations LRFD
Table 3-7 Load Combinations - Allowable Stress Design
Chapter 4. Structural Design
Steel - ufc_4_152_010088
Composites
Plastics
Deck Framing
Figure 4-1. Concrete Deck Construction
Pile Caps
Batter Pile System with Seismic Isolation
Figure 4-2. Substructure Framing Concepts
Hardware Types
Quick-Release Hooks
Design - ufc_4_152_010098
Figure 4-3. Bullrail Details
Figure 4-4. Mooring Dolphins
Expansion Joints
Figure 4-5. Railroad Track Support
Figure 4-6. Crane Rail Support
Figure 4-7. Utility Trench Concept
Utility Hoods
Figure 4-8. Utility Hoods
Chapter 5. Fender Systems
Systems Approach
Figure 5-1. Energy Model of a Fender System
Moored Condition
Equation 5-4
Equation 5-6
Figure 5-2. Eccentricity Coefficient, Ce
Berthing or Approach Velocity (v)
Figure 5-3. Berthing Velocity for Small Ships (up to 20,000 tons)
Figure 5-4. Berthing Velocity for Large Ships
Berthing Models
Types of Fender Systems
Timber Fender Piles
Concrete Fender Piles
Figure 5-5 Foam-filled Fender System
Figure 5-6 Fiberglass Fender Pile System
Figure 5-7 Plastic Fender Pile System
Side-Loaded Rubber Fenders
Floating Fender Units
Figure 5-8. Side-loaded and End-loaded Rubber Fenders
Figure 5-9. Shear Fender
Figure 5-10. Buckling Fender with Contact Panel
Floating Fender Units - Cont'd
Combination System
Figure 5-11. Pneumatic Fenders
Figure 5-12 Hydro-pneumatic Fender
Figure 5-13. Monopile Fender System
Hull Pressure
Maintenance - ufc_4_152_010135
Fender System Behavior
Equal Energy and Reaction
Figure 5-14. Evaluation of Fender System Types
Accidental Overloads
Allowable Stresses
Coefficient of Friction
Chocks and Wales
Figure 5-15. Corner Protection
Chapter 6 Camels & Separators
Log Camels
Composite Camels - ufc_4_152_010146
Figure 6-1. Composite Camel
Depth
Abrasion
Composite Camels - ufc_4_152_010150
Figure 6-2. Aircraft Carrier Camel
Separators
Chapter 7 Access
Materials - ufc_4_152_010154
Finish
Figure 7-1. Small Floating Stage
Figure 7-2. Reinforced Plastic Landing Float
Length
Brown and Platform Designs
Access Ladders and Life Rings
Figure 7-3. Transfer Bridge for LHAs
Appendix A References - ufc_4_152_010162
Government Publications - ufc_4_152_010163
Government Publications - Cont'd - ufc_4_152_010164
Non-Government Publications - ufc_4_152_010165
Appendix B Glossary - ufc_4_152_010166
Appendix B Glossary - Cont'd - ufc_4_152_010167
Design: Piers and Wharves - ufc_4_152_010001
Unified Facilities Criteria (UFC) - ufc_4_152_010002
Foreword - ufc_4_152_010003
New Document Summary Sheet - ufc_4_152_010004
Contents - ufc_4_152_010005
Contents - Cont'd - ufc_4_152_010006
Contents - Cont'd - ufc_4_152_010007
Contents - Cont'd - ufc_4_152_010008
Figures - ufc_4_152_010009
Tables - ufc_4_152_010010
Chapter 1 Introduction - ufc_4_152_010011
Ammunition.
Flexibility of Berths
Appurtenaces and Features
Chapter 2: Facility Planning
Pier Orientation
Disaster Control and Emergency Plans
Figure 2-1. Pier and Wharf Types
Figure 2-2. Wharf Types
General - ufc_4_152_010020
Ship Characteristics.
Table 2-1 Ship Characteristics for Selected Ships
Supporting Items.
Pier and Wharf Length
Pier and Wharf Width
Berths on Both Sides
Mobile Crane Operation
Figure 2-3. Length and Width of Slip
Figure 2-4. Location of Crane Rails, Railroad Tracks, and Utilities
Table 2-2 Typical Single Deck Pier and Wharf Widths
Figure 2-5. Single Deck Pier
Figure 2-6. Double Deck Pier.
Railroad & Crane Trackage
Trucks and Other Vehicles
Fuel-Handling Equipment
General Considerations - ufc_4_152_010036
Table 2-3 Estimated Space Requirements for PMA
Minimum Width of Slip for Inactive Berthing.
Utilities - ufc_4_152_010039
Utility Trenches
Lower Deck Lighting
Walkway Width
Railroad Access
Shoreline Preservation
Figure 2-7. Open and Solid Type Piers/Wharves.
Figure 2-8. Floating Double Deck Pier.
Earthquake.
Advance Bases and Remote Areas.
Advance Bases and Remote Areas - Cont'd - ufc_4_152_010049
Advance Bases and Remote Areas - Cont'd - ufc_4_152_010050
Construction Time
Track Mounted Crane
Solid
Figure 2-9. Open Type Wharf Concepts.
Figure 2-10. Closed Type Wharf Concepts.
Solid - Cont'd
Figure 2-11. Solid Type, Cellular Construction.
Floating
Hydraulic Fill
Figure 2-12. Solid Type, Caisson and Concrete Block Construction
Chapter 3. Load Requirements
Table 3-2 Vertical Live Loads for Pier and Wharf Decks
Container Cranes
Figure 3-1. Wheel Loads for Portal Cranes
Impact - ufc_4_152_010065
Figure 3-2. Configuration and Wheel Loads for Container Cranes
Figure 3-3. Wheel Loads and Dimensions for Truck Cranes
Table 3-3 Outrigger Float Loads for Mobile Cranes
Forklift and Straddle Carrier Loadings
Concentrated Loads
Figure 3-4. Wheel Loads for Forklifts
Figure 3-5. Wheel Loads for Straddle Carriers
Simultaneous Loads
Sloping Fill Loads
Earthquake Loads
Table 3-4 Values of CS, modifier for short-period spectral acceleration
Table 3-5 Values of C1, modifier for 1-second period spectral acceleration
Dynamic Fill Loads
Water Pressure
Dynamic Impact
Figure 3-6. Principal Modes of Ice Action
Static Pressure
Load Symbols
Load Factor Design
Table 3-6 Load Combinations LRFD
Table 3-7 Load Combinations - Allowable Stress Design
Chapter 4. Structural Design
Steel - ufc_4_152_010088
Composites
Plastics
Deck Framing
Figure 4-1. Concrete Deck Construction
Pile Caps
Batter Pile System with Seismic Isolation
Figure 4-2. Substructure Framing Concepts
Hardware Types
Quick-Release Hooks
Design - ufc_4_152_010098
Figure 4-3. Bullrail Details
Figure 4-4. Mooring Dolphins
Expansion Joints
Figure 4-5. Railroad Track Support
Figure 4-6. Crane Rail Support
Figure 4-7. Utility Trench Concept
Utility Hoods
Figure 4-8. Utility Hoods
Chapter 5. Fender Systems
Systems Approach
Figure 5-1. Energy Model of a Fender System
Moored Condition
Equation 5-4
Equation 5-6
Figure 5-2. Eccentricity Coefficient, Ce
Berthing or Approach Velocity (v)
Figure 5-3. Berthing Velocity for Small Ships (up to 20,000 tons)
Figure 5-4. Berthing Velocity for Large Ships
Berthing Models
Types of Fender Systems
Timber Fender Piles
Concrete Fender Piles
Figure 5-5 Foam-filled Fender System
Figure 5-6 Fiberglass Fender Pile System
Figure 5-7 Plastic Fender Pile System
Side-Loaded Rubber Fenders
Floating Fender Units
Figure 5-8. Side-loaded and End-loaded Rubber Fenders
Figure 5-9. Shear Fender
Figure 5-10. Buckling Fender with Contact Panel
Floating Fender Units - Cont'd
Combination System
Figure 5-11. Pneumatic Fenders
Figure 5-12 Hydro-pneumatic Fender
Figure 5-13. Monopile Fender System
Hull Pressure
Maintenance - ufc_4_152_010135
Fender System Behavior
Equal Energy and Reaction
Figure 5-14. Evaluation of Fender System Types
Accidental Overloads
Allowable Stresses
Coefficient of Friction
Chocks and Wales
Figure 5-15. Corner Protection
Chapter 6 Camels & Separators
Log Camels
Composite Camels - ufc_4_152_010146
Figure 6-1. Composite Camel
Depth
Abrasion
Composite Camels - ufc_4_152_010150
Figure 6-2. Aircraft Carrier Camel
Separators
Chapter 7 Access
Materials - ufc_4_152_010154
Finish
Figure 7-1. Small Floating Stage
Figure 7-2. Reinforced Plastic Landing Float
Length
Brown and Platform Designs
Access Ladders and Life Rings
Figure 7-3. Transfer Bridge for LHAs
Appendix A References - ufc_4_152_010162
Government Publications - ufc_4_152_010163
Government Publications - Cont'd - ufc_4_152_010164
Non-Government Publications - ufc_4_152_010165
Appendix B Glossary - ufc_4_152_010166
Appendix B Glossary - Cont'd - ufc_4_152_010167
