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United Facilities Criteria CD 2
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> Design: Graving Drydocks - index
Design: Graving Drydocks - index
Design: Graving Drydocks - ufc_4_213_100001
Unified Facilities Criteria (UFC) - ufc_4_213_100002
Foreword - ufc_4_213_100003
Contents - ufc_4_213_100004
Contents - Cont'd - ufc_4_213_100005
Contents - Cont'd - ufc_4_213_100006
Contents - Cont'd - ufc_4_213_100007
Contents - Cont'd - ufc_4_213_100008
Figures - ufc_4_213_100009
Chapter 1 Introduction - ufc_4_213_100010
Chapter 1 Shipyard Layout
Siliting and Scouring
Foundation Conditions
Pile Driving Records
Chapter 3 Determination of Graving Dock Dimensions
Fig. 3-1, Designation of Drydock Features
Fig. 3-2 Sonar Configurations
Table 3-1 Basic Drydock Dimensions
Table 3-2 Design Considerations for Various Head End Shapes
Service Tunnels and Galleries
Fig. 3-3 Graving Dock Cross Sections, Showing Shape as Determined
Flooding and Drainage Tunnels
Chapter 4 Structural Types of Drydocks
Selection of Type
Granular Material Filter
Figure 4-1 Miscellaneous Types of Drydocks
Chapter 5 Structural Design
Hydrostatic Pressure
Live Loads
Shiploads
Fig. 5-1 Ship Blocking Loads
Fig. 5-2 Ship Blocking Loads
Special Conditions of Loading
Materials and Design
Fig. 5-3 Examples of Drydocks with Slabs Constructed Underwater
Reinforcing Steel - ufc_4_213_100036
Safety Considerations - ufc_4_213_100037
Spillways
Chapter 6 Flooding
Opening Elevations
Draft Gages - ufc_4_213_100041
Tunnels
Hydraulic Design - ufc_4_213_100043
Computation of Flooding Time
Chapter 7 Dewatering
Collector Channel
Double Valve Protection
Basic Requirements of Design Factors
Elevation of Discharge
Periphery of Pit Opening
Design for Vortex Action
Fig. 7-1 Characteristic Curves for 54-Inch Mixed Flow Pump
Main Dewatering Pumps
Head and Motor
Field Testing of Dewatering System
Tide Effect
Fig. 7-2 Curves From Field Tests
Chapter 8 Fittings, Ship Blocking, Supporting Facilities and Ship Services
Controls - ufc_4_213_100059
Ladders
Marking Plates
Supporting Facilities - ufc_4_213_100062
Paved Road Network
Fig. 8-1 Ship Blocks
Interchangeability
Mechanical Services
Looped Pipelines
Alternative Arrangement
Receiving Hose Connections
Fig. 8-2 Schematic of Conditions for Portable Sewage Pumping Systems in Graving Docks
Steam - ufc_4_213_100071
Insulation - ufc_4_213_100072
Operation - ufc_4_213_100073
Valves - ufc_4_213_100074
Electrical Services
Methods of Installation
Power Demand Range
Control Voltage
Wiring
Chapter 9 Entrance Closures
Foster Hinged Gate
Requirements - ufc_4_213_100082
Closing the Entrance
Fixed Ballast
Fig. 9-1 Cross Section and Typical Framing Arrangement of Welded Caisson
Fig. 9-2 Typical Horizontal Girder for Welded Caisson
Approximate Analysis
Secondary Framing
Superflooding Feature
Ballast Tank Alarms
Detail of Gasket for Caisson
Chapter 10 Construction
Dry Excavation
Internally Braced Sheet Pile Cofferdam
Foundation Slabs
Entrance Closures
Supporting Facilities and Accessories
Mechanical and Electrical Equipment
nstallation Practice
Appendix A Bibliography
Appendix B Glossary - ufc_4_213_100101
Appendix B Glossary - Cont'd - ufc_4_213_100102
Appendix C References
Non-Goverment Publications - ufc_4_213_100104