Military Harbors and Coastal Facilities - index
Military Harbors and Coastal Facilities - ufc_4_150_060001
Unified Facilities Criteria (UFC) - ufc_4_150_060002
Foreword - ufc_4_150_060003
Contents - ufc_4_150_060004
Contents - Cont'd - ufc_4_150_060005
Contents - Cont'd - ufc_4_150_060006
Contents - Cont'd - ufc_4_150_060007
Figures - ufc_4_150_060008
Figures - Cont'd - ufc_4_150_060009
Chapter 1 Introduction - ufc_4_150_060010
Chapter 2 Hydrodynamics
Water Wave Classification
Storm Surge
River Discharge and Flood Control Channel Discharge
Purpose of Harbor Construction
Types of Harbors
Figure 2-1 Examples of Harbor Siting Classifications
Table 2-1 Characteristics of Harbor Location Types
Open Coastlines
Earthquake and Low Tide
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
Anchoring
Contaminated Sediment Risk Assessment
Chapter 4: Construction Materials
Steel - ufc_4_150_060028
Chapter 5: Project Planning
Table 5-1 Principal Factors in Harbor Siting
Table 5-2 Informational Sources for Harbor Site Selections
Planning and Design Process
U.S. Coast Guard
State Permits
Discussion - ufc_4_150_060035
Hydrographic Surveys and Subbottom Profiling
Figure 5-1 Water-Area Elements
Economics - ufc_4_150_060038
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 Drydocks1.
Detail Depth Design - cont'd - ufc_4_150_060044
Detail Depth Design - Cont'd - ufc_4_150_060045
Figure 5-3 Factors Affecting Maximum Vessel Draft
Figure 5-4 Increse 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 (Wicker, 1965).
Figure 5-9 Sogreah Laboratory Squat Curves (Wicker, 1965).
Currents - ufc_4_150_060052
Currents - Cont'd - ufc_4_150_060053
Currents - Cont'd - ufc_4_150_060054
Figure 5-11 Basin With Nonconstricted Entrance.
Figure 5-12 Sea-Inlet-Bay System (Sorenson, 1977).
Figure 5-13 Dimensionless Maximum Velocity Versus K1 and K2 (Sorenson,1977).
New Facilities in Existing Harbors
Table 5-5 Submarine Dimensions
The following definitions apply
Determine required dredge depths using sound engineering practice
Determine required dredge depths using sound engineering practice - Cont'd
Determine required dredge depths using sound engineering practice - Cont'd
Table 5-6 Required Clearances
Dangerous Cargo Requirements
Ancillary Facilities
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
Channel Bends - Cont'd
Entrance Channels
Entrance Channels - Cont'd
Figure 5-19 Straight-Line Bend Alternative Methods of Widening Open-Type Channel
Figure 5-21 Unsymmetrically Widened Turn With Curved Transitions
Figure 5-23 Parallel Widened Turn in Channel
Berths and Berthing Basins
Turning Basins
Siting Factors
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 Piersa
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 Chaina
Table 5-17a Diameter of Berth, in Meters, Using Ship's Anchor and Chaina - Cont'd
Table 5-17b Diameter of Berth, in Feet, Using Ship's Anchor and Chaina
Table 5-17b Diameter of Berth, in Feet, Using Ship's Anchor and Chaina - Cont'd
Table 5-18 Diameter of Berth, in Feet, Using Standard Fleet Moorings, Rise China
Table 5-18 Diameter of Berth, in Feet, Using Standard Fleet Moorings, Rise China - Cont'd
Table 5-19a Size of Berth, in Meters, for Floating Drydocks and Spread Mooringsa
Table 5-19a Size of Berth, in Meters, for Floating Drydocks and Spread Mooringsa - Cont'd
Table 5-19b Size of Berth, in Feet, for Floating Drydocks and Spread Mooringsa
Table 5-19b Size of Berth, in Feet, for Floating Drydocks and Spread Mooringsa - Cont'd
Jurisdiction
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
Unlighted Aids
Sound Signals.
Table 5-20 Distances of Visibility for Objects of Various Elevations above Sea Level
Fog Signals
Carrier Channel Guidance System
Figure 5-30 General Classification of Coastal Engineering Problems
Sediment Management Projects
Chapter 6. Design of Dreging projects
Navy Harbors
Overdepth Dredging
Upland Open Site
Amount of Material to be Dredged
Mechanical Dredges
Upland Wildlife Habitat - ufc_4_150_060121
Pipeline, or suction, dredge
Elevated-Platform Dredge
Upland Wildlife Habitat - ufc_4_150_060124
Chapter 7 Design of Marine Improvement Projects
Figure 7-1 Typical Igloo Seawall
Fundamentals of Design
Vertical Front Structures
Pipelines and Outfalls and Submarine Cables
Chapter 8 Harbor and Coastal Maintenance
Sedimentation Around Piers and Basins
Appendix A References - ufc_4_150_060132
Goverment Publications - ufc_4_150_060133
Goverment Publications - Cont'd - ufc_4_150_060134
Non-Goverment Publications
Non-Goverment Publications - Cont'd - ufc_4_150_060136
Non-Goverment Publications - Cont'd - ufc_4_150_060137
Appendix B
Appendix B - Cont'd - ufc_4_150_060139
Appendix B - Cont'd - ufc_4_150_060140
CVN 68 Class Home Port Water Depth Requirements
Appendix 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
Outer Channel Accessibility
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 - Cont'd - ufc_4_150_060170
CVN 68 Vertical Motion by Wave Height and Period - Cont'd - ufc_4_150_060171
CVN 68 Vertical Motion by Wave Height and Period - Cont'd - ufc_4_150_060172
CVN 68 Vertical Motion by Wave Height and Period - Cont'd - ufc_4_150_060173
Military Harbors and Coastal Facilities - ufc_4_150_060001
Unified Facilities Criteria (UFC) - ufc_4_150_060002
Foreword - ufc_4_150_060003
Contents - ufc_4_150_060004
Contents - Cont'd - ufc_4_150_060005
Contents - Cont'd - ufc_4_150_060006
Contents - Cont'd - ufc_4_150_060007
Figures - ufc_4_150_060008
Figures - Cont'd - ufc_4_150_060009
Chapter 1 Introduction - ufc_4_150_060010
Chapter 2 Hydrodynamics
Water Wave Classification
Storm Surge
River Discharge and Flood Control Channel Discharge
Purpose of Harbor Construction
Types of Harbors
Figure 2-1 Examples of Harbor Siting Classifications
Table 2-1 Characteristics of Harbor Location Types
Open Coastlines
Earthquake and Low Tide
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
Anchoring
Contaminated Sediment Risk Assessment
Chapter 4: Construction Materials
Steel - ufc_4_150_060028
Chapter 5: Project Planning
Table 5-1 Principal Factors in Harbor Siting
Table 5-2 Informational Sources for Harbor Site Selections
Planning and Design Process
U.S. Coast Guard
State Permits
Discussion - ufc_4_150_060035
Hydrographic Surveys and Subbottom Profiling
Figure 5-1 Water-Area Elements
Economics - ufc_4_150_060038
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 Drydocks1.
Detail Depth Design - cont'd - ufc_4_150_060044
Detail Depth Design - Cont'd - ufc_4_150_060045
Figure 5-3 Factors Affecting Maximum Vessel Draft
Figure 5-4 Increse 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 (Wicker, 1965).
Figure 5-9 Sogreah Laboratory Squat Curves (Wicker, 1965).
Currents - ufc_4_150_060052
Currents - Cont'd - ufc_4_150_060053
Currents - Cont'd - ufc_4_150_060054
Figure 5-11 Basin With Nonconstricted Entrance.
Figure 5-12 Sea-Inlet-Bay System (Sorenson, 1977).
Figure 5-13 Dimensionless Maximum Velocity Versus K1 and K2 (Sorenson,1977).
New Facilities in Existing Harbors
Table 5-5 Submarine Dimensions
The following definitions apply
Determine required dredge depths using sound engineering practice
Determine required dredge depths using sound engineering practice - Cont'd
Determine required dredge depths using sound engineering practice - Cont'd
Table 5-6 Required Clearances
Dangerous Cargo Requirements
Ancillary Facilities
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
Channel Bends - Cont'd
Entrance Channels
Entrance Channels - Cont'd
Figure 5-19 Straight-Line Bend Alternative Methods of Widening Open-Type Channel
Figure 5-21 Unsymmetrically Widened Turn With Curved Transitions
Figure 5-23 Parallel Widened Turn in Channel
Berths and Berthing Basins
Turning Basins
Siting Factors
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 Piersa
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 Chaina
Table 5-17a Diameter of Berth, in Meters, Using Ship's Anchor and Chaina - Cont'd
Table 5-17b Diameter of Berth, in Feet, Using Ship's Anchor and Chaina
Table 5-17b Diameter of Berth, in Feet, Using Ship's Anchor and Chaina - Cont'd
Table 5-18 Diameter of Berth, in Feet, Using Standard Fleet Moorings, Rise China
Table 5-18 Diameter of Berth, in Feet, Using Standard Fleet Moorings, Rise China - Cont'd
Table 5-19a Size of Berth, in Meters, for Floating Drydocks and Spread Mooringsa
Table 5-19a Size of Berth, in Meters, for Floating Drydocks and Spread Mooringsa - Cont'd
Table 5-19b Size of Berth, in Feet, for Floating Drydocks and Spread Mooringsa
Table 5-19b Size of Berth, in Feet, for Floating Drydocks and Spread Mooringsa - Cont'd
Jurisdiction
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
Unlighted Aids
Sound Signals.
Table 5-20 Distances of Visibility for Objects of Various Elevations above Sea Level
Fog Signals
Carrier Channel Guidance System
Figure 5-30 General Classification of Coastal Engineering Problems
Sediment Management Projects
Chapter 6. Design of Dreging projects
Navy Harbors
Overdepth Dredging
Upland Open Site
Amount of Material to be Dredged
Mechanical Dredges
Upland Wildlife Habitat - ufc_4_150_060121
Pipeline, or suction, dredge
Elevated-Platform Dredge
Upland Wildlife Habitat - ufc_4_150_060124
Chapter 7 Design of Marine Improvement Projects
Figure 7-1 Typical Igloo Seawall
Fundamentals of Design
Vertical Front Structures
Pipelines and Outfalls and Submarine Cables
Chapter 8 Harbor and Coastal Maintenance
Sedimentation Around Piers and Basins
Appendix A References - ufc_4_150_060132
Goverment Publications - ufc_4_150_060133
Goverment Publications - Cont'd - ufc_4_150_060134
Non-Goverment Publications
Non-Goverment Publications - Cont'd - ufc_4_150_060136
Non-Goverment Publications - Cont'd - ufc_4_150_060137
Appendix B
Appendix B - Cont'd - ufc_4_150_060139
Appendix B - Cont'd - ufc_4_150_060140
CVN 68 Class Home Port Water Depth Requirements
Appendix 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
Outer Channel Accessibility
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 - Cont'd - ufc_4_150_060170
CVN 68 Vertical Motion by Wave Height and Period - Cont'd - ufc_4_150_060171
CVN 68 Vertical Motion by Wave Height and Period - Cont'd - ufc_4_150_060172
CVN 68 Vertical Motion by Wave Height and Period - Cont'd - ufc_4_150_060173
