Utilities:Artic and Subartic Construction - index
Chapter 1: General - ufc_3_130_050009
Chapter 2: Planning Utility Systems
Revegetation
Chapter 3: Water Source Development
Other water sources
Permanent construction
Figure 3-4: Infiltration Galleries
Infiltration galleries
Figure 3-6: Casing Head Construction for Water in Shallow Permafrost when Surface Soils are Susceptible to Hearing
Chapter 4: Water Treatment
Removal of minerals and organics
Chapter 5: Water Storage
Figure 5-3: Insulated Buried Concrete Tank
Tank design
Earth reservoirs
Chapter 6: Water Distribution
Figure 6-3:Schematic Diagram of a Dual Pipe System
Service lines
Figure 6-6: Typical Above Ground Service Line
Figure 6-8: Dual Service
Appurtenances - ufc_3_130_050029
Backup freeze protection
Figure 6-11: Thaw Tube, Thawing Method
Figure 6-13: Approximate Times and Current for Thawing Steel Pipes
Chapter 7: Wastewater Collection
Appurtenances - ufc_3_130_050034
Pump stations
Figure 7-5: Typical Service Connection (Floor)
Pressure sewerage
Chapter 8: Utilidors
Figure 8-1: Various Utilidors Installed in Cold Regions
Figure 8-2: Typical Utilidors
Figure 8-4: Above-ground Utilidor Hydrant
Figure 8-5: Sewer Cleanouts
Chapter 9: Wastewater Treatment
Figure 9-2:Settling Detection Time vs. Temperature
Unit processes
Figure 9-3: Lagoon Construction Details
Aeration design
Aeration system operation
Activated sludge systems
Sludge management
Outfalls
Alternatives to treatment/disposal
Chapter 10: Fire Protection
Chapter 11: Power Distribution and Communication Systems
Special considerations
Figure 11-2. Granular Pad Utility Tower Foundations
Figure 11-3: Foundation Designs Employing Minimum and No Granular Material for Utility Towers and Power Poles
Chapter 12: Thermal Considerations
Physical methods for reducing heat loss
Heat loss replacement
Electric heat tracing
Insulation materials
Figure 12-4: Temperature Drop and Freeze time in Pipes
Table 12-1. List of Symbols Used in Thermal Calculations
Table 12-2. Thermal Conductivities of Common Materials
Figure 12-5: Steady State Thermal Equations for Above-Surface Pipes
Figure 12-6. Steady State Thermal Equations for Below Surface Pipes
Figure 12-7.Steady State Thermal Resistance of Various Shapes and Bodies
Figure 12-9: Arccash (H/R) vs. H/R for Solution of Thaw Zone Equations
Depth of freezing or thawing
Depth of freezing or thawing -Cont. - ufc_3_130_050071
Depth of freezing or thawing -Cont. - ufc_3_130_050072
Design examples - ufc_3_130_050073
Design examples -Cont. - ufc_3_130_050074
Design examples -Cont. - ufc_3_130_050075
Buried installation
Buried installation -Cont. - ufc_3_130_050077
Buried installation -Cont. - ufc_3_130_050078
Buried installation -Cont. - ufc_3_130_050079
Appendix A: References -Cont. - ufc_3_130_050081
Chapter 1: General - ufc_3_130_050009
Chapter 2: Planning Utility Systems
Revegetation
Chapter 3: Water Source Development
Other water sources
Permanent construction
Figure 3-4: Infiltration Galleries
Infiltration galleries
Figure 3-6: Casing Head Construction for Water in Shallow Permafrost when Surface Soils are Susceptible to Hearing
Chapter 4: Water Treatment
Removal of minerals and organics
Chapter 5: Water Storage
Figure 5-3: Insulated Buried Concrete Tank
Tank design
Earth reservoirs
Chapter 6: Water Distribution
Figure 6-3:Schematic Diagram of a Dual Pipe System
Service lines
Figure 6-6: Typical Above Ground Service Line
Figure 6-8: Dual Service
Appurtenances - ufc_3_130_050029
Backup freeze protection
Figure 6-11: Thaw Tube, Thawing Method
Figure 6-13: Approximate Times and Current for Thawing Steel Pipes
Chapter 7: Wastewater Collection
Appurtenances - ufc_3_130_050034
Pump stations
Figure 7-5: Typical Service Connection (Floor)
Pressure sewerage
Chapter 8: Utilidors
Figure 8-1: Various Utilidors Installed in Cold Regions
Figure 8-2: Typical Utilidors
Figure 8-4: Above-ground Utilidor Hydrant
Figure 8-5: Sewer Cleanouts
Chapter 9: Wastewater Treatment
Figure 9-2:Settling Detection Time vs. Temperature
Unit processes
Figure 9-3: Lagoon Construction Details
Aeration design
Aeration system operation
Activated sludge systems
Sludge management
Outfalls
Alternatives to treatment/disposal
Chapter 10: Fire Protection
Chapter 11: Power Distribution and Communication Systems
Special considerations
Figure 11-2. Granular Pad Utility Tower Foundations
Figure 11-3: Foundation Designs Employing Minimum and No Granular Material for Utility Towers and Power Poles
Chapter 12: Thermal Considerations
Physical methods for reducing heat loss
Heat loss replacement
Electric heat tracing
Insulation materials
Figure 12-4: Temperature Drop and Freeze time in Pipes
Table 12-1. List of Symbols Used in Thermal Calculations
Table 12-2. Thermal Conductivities of Common Materials
Figure 12-5: Steady State Thermal Equations for Above-Surface Pipes
Figure 12-6. Steady State Thermal Equations for Below Surface Pipes
Figure 12-7.Steady State Thermal Resistance of Various Shapes and Bodies
Figure 12-9: Arccash (H/R) vs. H/R for Solution of Thaw Zone Equations
Depth of freezing or thawing
Depth of freezing or thawing -Cont. - ufc_3_130_050071
Depth of freezing or thawing -Cont. - ufc_3_130_050072
Design examples - ufc_3_130_050073
Design examples -Cont. - ufc_3_130_050074
Design examples -Cont. - ufc_3_130_050075
Buried installation
Buried installation -Cont. - ufc_3_130_050077
Buried installation -Cont. - ufc_3_130_050078
Buried installation -Cont. - ufc_3_130_050079
Appendix A: References -Cont. - ufc_3_130_050081
