DESIGN: SMALL CRAFT BERTHING FACILITIES
Record of Changes - 4_152_070002
FOREWORD - 4_152_070003
CONTENTS - 4_152_070004
CHAPTER 1. INTRODUCTION - 4_152_070005
ANTITERRORISM/FORCE PROTECTION-continued - 4_152_070006
APPENDIX A. MIL-HDBK 1025/5, CHAPTER 2 SMALL CRAFT BERTHING FACILITIES
CONTENTS - 4_152_070008
CONTENTS-continued - 4_152_070009
CONTENTS-continued - 4_152_070010
CONTENTS-continued - 4_152_070011
FIGURES - 4_152_070012
FIGURES-continued - 4_152_070013
Section 2: SMALL CRAFT BERTHING FACILITIES
Space Requirements - 4_152_070015
Figure 1. Typical Layout of a Small Craft Harbor
Entrance Channel and Structures
Precipitation - 4_152_070018
Wave-Related Factors
Water Area Shoaling Factors
Figure 2. Maintenance of Entrance to Off-River Basin With Land-Based Equipment (Schematic)
Geological Factors
Design Criteria for the Berthing System
Slip and Berthing Arrangements
Figure 3. Typical Small Craft Mooring Layouts
Figure 4. Typical Berthing Arrangement
Figure 5. Small Craft Berthing Systems
Figure 6. Dimensional Criteria for Berthed Craft
Fixed Versus Floating Pier System
Floating-Pier Berthing Systems
Figure 7. Typical Fixed Finger Pier System
Flotation Materials
Deck Materials and Surface
Figure 8. Various Types of Floats
Figure 9. Typical Foam Float With Concrete Deck
Figure 10. Typical Water-Ballasted Floating Dock
Deck Framing and Float Connections
Vertical Loading and Deck Levels
Figure 11. Typical Deck Framing Systems and Float Connections
Lateral Loading
Figure 12. Typical Floating Pier System
Figure 13. Windloading on Small Craft Berthing System
Figure 14. Variation of Average Profile Height of Berthed Craft with Craft Length
Anchorage Systems
Figure 15. Sample Calculation for Windloading on a Floating Pier System
Approach Piers and Gangways
Figure 16. Typical River Anchorage System
Figure 17. Typical Use of Submerged Crossties to Strengthen Covered Floating System
Design Criteria for Other Sheltered Basin Structures
Figure 18. Framing and Hinge Detail for Pipe and Rod Plate Hinge for Heavy Gangway
Revetted Slope
Figure 19. Typical Beach and Revetted Slope Profiles
Vertical Bulkhead
Figure 20. Typical Use of Gabions in Small- Craft Harbor Construction
Design Criteria for Entrance Channel and Protective Structures
Breakwaters
Breakwater Positioning
Figure 21. Typical Rubble-Mound Breakwater
Figure 22. Typical Cellular Sheet Pile Breakwater Construction
Rubble-Mound Construction
Figure 23. Typical Swiss-Cheese Perforated Breakwater Construction
Groins
Figure 24. Typical Rubble-Mound Groin Construction
Wave and Surge Dissipators
Figure 25. Typical Sheetpile Jetty Construction For details, see Shore Protection Manual, Volume II.
Figure 26. Typical Shallow Boat Basin Excavated into Riverbank (Schematic)
Figure 27. Typical Chained-Log Boom for Short-Period Wave Attenuation
Design Criteria for Support Facilities
Fuel Docks and Pump out Stations
Fenders
General Characteristics
Launching Ramps
Figure 28. Typical Hoist-Launching Facility With Dry Storage Yard
Support Buildings and Ancillary Structures
Figure 29. Layout of a Typical Launching Ramp Facility
Figure 30. Typical Maintenance Building and Yard Layout
Dry Storage
Figure 31. Typical Hinged Floating Launching Ramp Used for Small Boats
Environmental Factors and Protection
Hurricanes
Summary of Common Design Problems
Shoaling of Channels and Basins
REFERENCES - 4_152_070083
GLOSSARY - 4_152_070084
GLOSSARY-continued - 4_152_070085
GLOSSARY-continued - 4_152_070086
GLOSSARY-continued - 4_152_070087
GLOSSARY-continued - 4_152_070088
GLOSSARY-continued - 4_152_070089
4_152_07
Record of Changes - 4_152_070002
FOREWORD - 4_152_070003
CONTENTS - 4_152_070004
CHAPTER 1. INTRODUCTION - 4_152_070005
ANTITERRORISM/FORCE PROTECTION-continued - 4_152_070006
APPENDIX A. MIL-HDBK 1025/5, CHAPTER 2 SMALL CRAFT BERTHING FACILITIES
CONTENTS - 4_152_070008
CONTENTS-continued - 4_152_070009
CONTENTS-continued - 4_152_070010
CONTENTS-continued - 4_152_070011
FIGURES - 4_152_070012
FIGURES-continued - 4_152_070013
Section 2: SMALL CRAFT BERTHING FACILITIES
Space Requirements - 4_152_070015
Figure 1. Typical Layout of a Small Craft Harbor
Entrance Channel and Structures
Precipitation - 4_152_070018
Wave-Related Factors
Water Area Shoaling Factors
Figure 2. Maintenance of Entrance to Off-River Basin With Land-Based Equipment (Schematic)
Geological Factors
Design Criteria for the Berthing System
Slip and Berthing Arrangements
Figure 3. Typical Small Craft Mooring Layouts
Figure 4. Typical Berthing Arrangement
Figure 5. Small Craft Berthing Systems
Figure 6. Dimensional Criteria for Berthed Craft
Fixed Versus Floating Pier System
Floating-Pier Berthing Systems
Figure 7. Typical Fixed Finger Pier System
Flotation Materials
Deck Materials and Surface
Figure 8. Various Types of Floats
Figure 9. Typical Foam Float With Concrete Deck
Figure 10. Typical Water-Ballasted Floating Dock
Deck Framing and Float Connections
Vertical Loading and Deck Levels
Figure 11. Typical Deck Framing Systems and Float Connections
Lateral Loading
Figure 12. Typical Floating Pier System
Figure 13. Windloading on Small Craft Berthing System
Figure 14. Variation of Average Profile Height of Berthed Craft with Craft Length
Anchorage Systems
Figure 15. Sample Calculation for Windloading on a Floating Pier System
Approach Piers and Gangways
Figure 16. Typical River Anchorage System
Figure 17. Typical Use of Submerged Crossties to Strengthen Covered Floating System
Design Criteria for Other Sheltered Basin Structures
Figure 18. Framing and Hinge Detail for Pipe and Rod Plate Hinge for Heavy Gangway
Revetted Slope
Figure 19. Typical Beach and Revetted Slope Profiles
Vertical Bulkhead
Figure 20. Typical Use of Gabions in Small- Craft Harbor Construction
Design Criteria for Entrance Channel and Protective Structures
Breakwaters
Breakwater Positioning
Figure 21. Typical Rubble-Mound Breakwater
Figure 22. Typical Cellular Sheet Pile Breakwater Construction
Rubble-Mound Construction
Figure 23. Typical Swiss-Cheese Perforated Breakwater Construction
Groins
Figure 24. Typical Rubble-Mound Groin Construction
Wave and Surge Dissipators
Figure 25. Typical Sheetpile Jetty Construction For details, see Shore Protection Manual, Volume II.
Figure 26. Typical Shallow Boat Basin Excavated into Riverbank (Schematic)
Figure 27. Typical Chained-Log Boom for Short-Period Wave Attenuation
Design Criteria for Support Facilities
Fuel Docks and Pump out Stations
Fenders
General Characteristics
Launching Ramps
Figure 28. Typical Hoist-Launching Facility With Dry Storage Yard
Support Buildings and Ancillary Structures
Figure 29. Layout of a Typical Launching Ramp Facility
Figure 30. Typical Maintenance Building and Yard Layout
Dry Storage
Figure 31. Typical Hinged Floating Launching Ramp Used for Small Boats
Environmental Factors and Protection
Hurricanes
Summary of Common Design Problems
Shoaling of Channels and Basins
REFERENCES - 4_152_070083
GLOSSARY - 4_152_070084
GLOSSARY-continued - 4_152_070085
GLOSSARY-continued - 4_152_070086
GLOSSARY-continued - 4_152_070087
GLOSSARY-continued - 4_152_070088
GLOSSARY-continued - 4_152_070089
4_152_07
