MILITARY HARBORS AND COASTAL FACILITIES
Record of Changes - 4_150_060002
FOREWORD - 4_150_060003
CONTENTS - 4_150_060004
CONTENTS-continued - 4_150_060005
CONTENTS-continued - 4_150_060006
CONTENTS-continued - 4_150_060007
FIGURES - 4_150_060008
TABLES-continued - 4_150_060009
CHAPTER 1: INTRODUCTION
CHAPTER 2: HYDRODYNAMICS
SURF ZONE HYDRODYNAMICS
Seiche
HARBORS
Harbor Features
Types of Harbors
Figure 2-1 Examples of Harbor Siting Classifications
Table 2-1 Characteristics of Harbor Location Types
HYDRODYNAMIC INVESTIGATIONS
SOURCES OF HYDRODYNAMIC INFORMATION
Figure 2-2 Examples of Roadstead Moorings
Storm Water Runoff and High Tide or Storm Surge
CHAPTER 3: SEDIMENT DYNAMICS
Table 3-1 Longshore-Transport Rates at Selected U.S. Coastal Locations
COASTAL GEOLOGIC MORPHOLOGY
OPEN WATER DISPOSAL
CHAPTER 4. CONSTRUCTION MATERIALS
WOOD AND TIMBER - 4_150_060028
CHAPTER 5: PROJECT PLANNING
Table 5-1 Principal Factors in Harbor Siting
Table 5-2 Informational Sources for Harbor Site Selections
COASTAL PROJECT PLANNING AND DESIGN
U.S. Coast Guard
Disposal of Dredged Material
Natural Resource Protection Criteria
SITE CHARACTERIZATION AND DESIGN CRITERIA
Figure 5-1 Water-Area Elements
Depth Requirements
Detail Depth Design
Figure 5-2 Channel Types
Table 5-3a Vessel Characteristics and Berthing Depths in Meters
Table 5-3b Vessel Characteristics and Berthing Depths in Feet
Table 5-4 Berthing Depths Required for Active Floating Drydocks
Squat
Squat-continued
Figure 5-3 Factors Affecting Maximum Vessel Draft
Figure 5-4. Increase in Vertical Sinkage Due to Wave Action
Figure 5-5 Example of Semi-Protected Water Area
Figure 5-6 Factors Affecting Squat
Figure 5-7 Sogreah Laboratory Squat Curve
Figure 5-9 Sogreah Laboratory Squat Curves
Currents
If the entrance is constrictive
For irregular entrance channels
Figure 5-11 Basin With Nonconstricted Entrance
Figure 5-12 Sea-Inlet-Bay System
Figure 5-13 Dimensionless Maximum Velocity Versus K1 and K2
Submarine Facility Special Requirements
Aircraft Carrier Facility Special Requirements
Outer channels
Minimum water depth requirement
For all berths, except turning basins
For outer channels
Table 5-6 Required Clearances
Shipyard Special Requirements
Degaussing and Deperming Requirements
Figure 5-15 Types of Berthing Layouts
Figure 5-16 Sample Shipyard Layout
Seismic Loading
Development of a Navigation Project
Interior Channels
Figure 5-17 Dimensioning Protected Interior Channels
Figure 5-18 Bank Clearance Versus Rudder Angle
Table 5-7 Typical Entrance-Channel Dimensions
Channel Bends
Table 5-9 Examples of Existing Interior Channels
Open-Type Channels
Entrance Channels
Entrance Channel Length
Figure 5-20 Parallel Constant Width Turn in Channel
Figure 5-22 Unsymmetrically Widened Turn With Straight Transitions
Figure 5-23 Parallel Widened Turn in Channel
Berths and Berthing Basins
Turning Basins
Dangerous Cargo
Table 5-10 Factors Affecting Location of Berthing Basins
Table 5-11 Selection Factors for Berthing Arrangements
Table 5-12 Linear Feet of Berthing Space Per 305 m (1,000 ft) of Shore Front
Table 5-13 Approximate Berthing Area Requirements for Single-Berth Piers
Table 5-14 Berthing Depths for Typical Naval Vessels
Table 5-16 Factors Affecting Location, Size, and Depth of Anchorage Basins
Table 5-17a Diameter of Berth, in Meters, Using Ship's Anchor and Chain
Table 5-17a Diameter of Berth, in Meters, Using Ship's Anchor and Chain-continued
Table 5-17b Diameter of Berth, in Feet, Using Ship's Anchor and Chain
Table 5-17b Diameter of Berth, in Feet, Using Ship's Anchor and Chain-continued
Table 5-18 Diameter of Berth, in Feet, Using Standard Fleet Moorings, Rise Chain
Table 5-18 Diameter of Berth, in Feet, Using Standard Fleet Moorings, Rise Chain-continued
Table 5-19a Size of Berth, in Meters, for Floating Drydocks and Spread Moorings
Table 5-19a Size of Berth, in Meters, for Floating Drydocks and Spread Moorings-continued
Table 5-19b Size of Berth, in Feet, for Floating Drydocks and Spread Moorings
Table 5-19b Size of Berth, in Feet, for Floating Drydocks and Spread Moorings-continued
NAVIGATION AIDS
Figure 5-25 The 2 CR Buoy
Figure 5-26 The 8 x 26 LBR Buoy
Figure 5-27 Single Pile Steel Beacon Structure
Figure 5-28 Lateral Daymarks
Figure 5-29 General Use Series Buoys, Radar Reflector Type
Secondary Lights
Lights
Buoys
Fog Signals
MARINE IMPROVEMENT AND SHORE PROTECTION
Figure 5-30 General Classification of Coastal Engineering Problems
SEDIMENT MANAGEMENT PROJECTS
CHAPTER 6: DESIGN OF DREDGING PROJECTS
CURRENT DREDGING DESIGN PRACTICE
Advanced Maintenance Dredging
Upland Diked Site
ECONOMIC FACTORS - 4_150_060119
UNEXPLODED ORDNANCE
Types of Mechanical Dredges
Special Equipment
DISPOSAL OPTIONS
Beach Nourishment
CHAPTER 7: DESIGN OF MARINE IMPROVEMENT PROJECTS
SITE SPECIFIC DESIGN CONDITIONS
FUNDAMENTALS OF DESIGN
Beach Fill Systems
DESIGNING FOR REPAIR, REHABILITATION, AND MODIFICATION
CHAPTER 8: HARBOR AND COASTAL MAINTENANCE
Sedimentation Around Piers and Basins
APPENDIX A REFERENCES - 4_150_060132
APPENDIX A REFERENCES-continued - 4_150_060133
APPENDIX A REFERENCES-continued - 4_150_060134
APPENDIX A REFERENCES-continued - 4_150_060135
APPENDIX A REFERENCES-continued - 4_150_060136
APPENDIX A REFERENCES-continued - 4_150_060137
APPENDIX B - 4_150_060138
CVN 68 CLASS WATER DEPTH REQUIREMENTS
CVN 68 CLASS WATER DEPTH REQUIREMENTS-continued
CVN 68 CLASS HOME PORT WATER DEPTH REQUIREMENTS
APPENDIX C. CVN 68 Class Home Port and Ports of Call Draft and Clearance Requirements
CVN 68 Class Water Depth Requirements for Norfolk Operating Base
Sewell's Point Tide Access 50 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for San Diego
San Diego Inner Channel Tide Access 50 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Everett
Everett Tide Access 50 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Bremerton
Rich Passage Tide Access 50 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Mayport
Mayport Inner Channel Tide Access 50 Foot Depth Requirement
APPENDIX D. CVN 68 CLASS SHIPYARD WATER DEPTH REQUIREMENTS
CVN 68 Class Shipyard Draft and Clearance Requirements
CVN 68 Class Water Depth Requirements for Norfolk Naval Shipyard
Elizabeth River Tide Access 47 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Newport News Shipbuilding
Sewell's Point Tide Access 47 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Puget Sound Naval Shipyard
Rich Passage Tide Access 47 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Pearl Harbor Naval Shipyard
Pearl Harbor Inner Channel Tide Access 47 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Long Beach Naval Shipyard
Terminal Island Tide Access 47 Foot Depth Requirement
APPENDIX E. CVN 68 CLASS SHALLOW WATER NAVIGATION IMPROVEMENTS
Channel Condition Measurement
Load Management System
APPENDIX F NOMOGRAPHS OF CVN 68 MOTION IN SHALLOW WATER
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD-continued - 4_150_060170
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD-continued - 4_150_060171
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD-continued - 4_150_060172
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD-continued - 4_150_060173
4_150_06
Record of Changes - 4_150_060002
FOREWORD - 4_150_060003
CONTENTS - 4_150_060004
CONTENTS-continued - 4_150_060005
CONTENTS-continued - 4_150_060006
CONTENTS-continued - 4_150_060007
FIGURES - 4_150_060008
TABLES-continued - 4_150_060009
CHAPTER 1: INTRODUCTION
CHAPTER 2: HYDRODYNAMICS
SURF ZONE HYDRODYNAMICS
Seiche
HARBORS
Harbor Features
Types of Harbors
Figure 2-1 Examples of Harbor Siting Classifications
Table 2-1 Characteristics of Harbor Location Types
HYDRODYNAMIC INVESTIGATIONS
SOURCES OF HYDRODYNAMIC INFORMATION
Figure 2-2 Examples of Roadstead Moorings
Storm Water Runoff and High Tide or Storm Surge
CHAPTER 3: SEDIMENT DYNAMICS
Table 3-1 Longshore-Transport Rates at Selected U.S. Coastal Locations
COASTAL GEOLOGIC MORPHOLOGY
OPEN WATER DISPOSAL
CHAPTER 4. CONSTRUCTION MATERIALS
WOOD AND TIMBER - 4_150_060028
CHAPTER 5: PROJECT PLANNING
Table 5-1 Principal Factors in Harbor Siting
Table 5-2 Informational Sources for Harbor Site Selections
COASTAL PROJECT PLANNING AND DESIGN
U.S. Coast Guard
Disposal of Dredged Material
Natural Resource Protection Criteria
SITE CHARACTERIZATION AND DESIGN CRITERIA
Figure 5-1 Water-Area Elements
Depth Requirements
Detail Depth Design
Figure 5-2 Channel Types
Table 5-3a Vessel Characteristics and Berthing Depths in Meters
Table 5-3b Vessel Characteristics and Berthing Depths in Feet
Table 5-4 Berthing Depths Required for Active Floating Drydocks
Squat
Squat-continued
Figure 5-3 Factors Affecting Maximum Vessel Draft
Figure 5-4. Increase in Vertical Sinkage Due to Wave Action
Figure 5-5 Example of Semi-Protected Water Area
Figure 5-6 Factors Affecting Squat
Figure 5-7 Sogreah Laboratory Squat Curve
Figure 5-9 Sogreah Laboratory Squat Curves
Currents
If the entrance is constrictive
For irregular entrance channels
Figure 5-11 Basin With Nonconstricted Entrance
Figure 5-12 Sea-Inlet-Bay System
Figure 5-13 Dimensionless Maximum Velocity Versus K1 and K2
Submarine Facility Special Requirements
Aircraft Carrier Facility Special Requirements
Outer channels
Minimum water depth requirement
For all berths, except turning basins
For outer channels
Table 5-6 Required Clearances
Shipyard Special Requirements
Degaussing and Deperming Requirements
Figure 5-15 Types of Berthing Layouts
Figure 5-16 Sample Shipyard Layout
Seismic Loading
Development of a Navigation Project
Interior Channels
Figure 5-17 Dimensioning Protected Interior Channels
Figure 5-18 Bank Clearance Versus Rudder Angle
Table 5-7 Typical Entrance-Channel Dimensions
Channel Bends
Table 5-9 Examples of Existing Interior Channels
Open-Type Channels
Entrance Channels
Entrance Channel Length
Figure 5-20 Parallel Constant Width Turn in Channel
Figure 5-22 Unsymmetrically Widened Turn With Straight Transitions
Figure 5-23 Parallel Widened Turn in Channel
Berths and Berthing Basins
Turning Basins
Dangerous Cargo
Table 5-10 Factors Affecting Location of Berthing Basins
Table 5-11 Selection Factors for Berthing Arrangements
Table 5-12 Linear Feet of Berthing Space Per 305 m (1,000 ft) of Shore Front
Table 5-13 Approximate Berthing Area Requirements for Single-Berth Piers
Table 5-14 Berthing Depths for Typical Naval Vessels
Table 5-16 Factors Affecting Location, Size, and Depth of Anchorage Basins
Table 5-17a Diameter of Berth, in Meters, Using Ship's Anchor and Chain
Table 5-17a Diameter of Berth, in Meters, Using Ship's Anchor and Chain-continued
Table 5-17b Diameter of Berth, in Feet, Using Ship's Anchor and Chain
Table 5-17b Diameter of Berth, in Feet, Using Ship's Anchor and Chain-continued
Table 5-18 Diameter of Berth, in Feet, Using Standard Fleet Moorings, Rise Chain
Table 5-18 Diameter of Berth, in Feet, Using Standard Fleet Moorings, Rise Chain-continued
Table 5-19a Size of Berth, in Meters, for Floating Drydocks and Spread Moorings
Table 5-19a Size of Berth, in Meters, for Floating Drydocks and Spread Moorings-continued
Table 5-19b Size of Berth, in Feet, for Floating Drydocks and Spread Moorings
Table 5-19b Size of Berth, in Feet, for Floating Drydocks and Spread Moorings-continued
NAVIGATION AIDS
Figure 5-25 The 2 CR Buoy
Figure 5-26 The 8 x 26 LBR Buoy
Figure 5-27 Single Pile Steel Beacon Structure
Figure 5-28 Lateral Daymarks
Figure 5-29 General Use Series Buoys, Radar Reflector Type
Secondary Lights
Lights
Buoys
Fog Signals
MARINE IMPROVEMENT AND SHORE PROTECTION
Figure 5-30 General Classification of Coastal Engineering Problems
SEDIMENT MANAGEMENT PROJECTS
CHAPTER 6: DESIGN OF DREDGING PROJECTS
CURRENT DREDGING DESIGN PRACTICE
Advanced Maintenance Dredging
Upland Diked Site
ECONOMIC FACTORS - 4_150_060119
UNEXPLODED ORDNANCE
Types of Mechanical Dredges
Special Equipment
DISPOSAL OPTIONS
Beach Nourishment
CHAPTER 7: DESIGN OF MARINE IMPROVEMENT PROJECTS
SITE SPECIFIC DESIGN CONDITIONS
FUNDAMENTALS OF DESIGN
Beach Fill Systems
DESIGNING FOR REPAIR, REHABILITATION, AND MODIFICATION
CHAPTER 8: HARBOR AND COASTAL MAINTENANCE
Sedimentation Around Piers and Basins
APPENDIX A REFERENCES - 4_150_060132
APPENDIX A REFERENCES-continued - 4_150_060133
APPENDIX A REFERENCES-continued - 4_150_060134
APPENDIX A REFERENCES-continued - 4_150_060135
APPENDIX A REFERENCES-continued - 4_150_060136
APPENDIX A REFERENCES-continued - 4_150_060137
APPENDIX B - 4_150_060138
CVN 68 CLASS WATER DEPTH REQUIREMENTS
CVN 68 CLASS WATER DEPTH REQUIREMENTS-continued
CVN 68 CLASS HOME PORT WATER DEPTH REQUIREMENTS
APPENDIX C. CVN 68 Class Home Port and Ports of Call Draft and Clearance Requirements
CVN 68 Class Water Depth Requirements for Norfolk Operating Base
Sewell's Point Tide Access 50 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for San Diego
San Diego Inner Channel Tide Access 50 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Everett
Everett Tide Access 50 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Bremerton
Rich Passage Tide Access 50 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Mayport
Mayport Inner Channel Tide Access 50 Foot Depth Requirement
APPENDIX D. CVN 68 CLASS SHIPYARD WATER DEPTH REQUIREMENTS
CVN 68 Class Shipyard Draft and Clearance Requirements
CVN 68 Class Water Depth Requirements for Norfolk Naval Shipyard
Elizabeth River Tide Access 47 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Newport News Shipbuilding
Sewell's Point Tide Access 47 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Puget Sound Naval Shipyard
Rich Passage Tide Access 47 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Pearl Harbor Naval Shipyard
Pearl Harbor Inner Channel Tide Access 47 Foot Depth Requirement
CVN 68 Class Water Depth Requirements for Long Beach Naval Shipyard
Terminal Island Tide Access 47 Foot Depth Requirement
APPENDIX E. CVN 68 CLASS SHALLOW WATER NAVIGATION IMPROVEMENTS
Channel Condition Measurement
Load Management System
APPENDIX F NOMOGRAPHS OF CVN 68 MOTION IN SHALLOW WATER
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD-continued - 4_150_060170
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD-continued - 4_150_060171
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD-continued - 4_150_060172
CVN 68 VERTICAL MOTION BY WAVE HEIGHT AND PERIOD-continued - 4_150_060173
4_150_06
