Drainage and Erosion Control Structures for Airfields - index
Chapter 1: Introduction - ufc_3_230_16fa0009
Drainage law
Chapter 2: Drainage Pipe
Table 2-1. Roughness Coefficients for Various Pipes
Minimum and maximum cover
Table 2-2. Maximum Cover Height Reduction Factors for Riverted and Bolted Seams
Figure 2-1. Three Main Classes of Conduits
Figure 2-2. Free Body Conduit Diagrams
Figure 2-3. Trench Beddings for Circular Pipe
Figure 2-4. Beddings for Positive Projecting Conduits
Frost condition considerations
Infiltration of fine soils through drainage pipe joints
Infiltration of fine soils through drainage pipe joints -Cont.
Chapter 3:Inlets and Box Drains
Figure 3-1. Determination of Typical Inlet Grating Discharge Curve
Figure 3-2. Examples of Typical Inlet Grates
Figure 3-3. Examples of Inlet Design
Box drains
Figure 3-4. Typical Inlet and Box Drain Designs for Airfield and Heliport Storm Drainage Systems
Figure 3-5. Repair Box Drains
Settlement of inlets and drains
Chapter 4: Gutters
Figure 4-1. Drainage Gutters for Runways and Aprons
Chapter 5: Storm Drains and Culverts
Figure 5-1. Culvert Headwalls and Wingwalls
Scour at outlets
Scour at outlets -Cont.
Figure 5-3. Square Culvert Froude Number
Figure 5-4. Predicted Scour Depth Versus Observed Scour Depth
Figure 5-5. Predicted Scour Width Versus Observed Scour Width
Figure 5-6.Predicted Scour Length Versus Observed Scour Length
Figure 5-7. Predicted Scour Volume Versus Observed Scour Volume
Figure 5-8. Dimensions Scour Hole Geometry for Minimum Tailwater
Erosion control at outlet
Figure 5-10. Recommended Size of Protective Stone
Figure 5-11. Length of Stone Protection, Horizontal Blanket
Figure 5-12. Recommended Configuration of Riprap Blanket Subject to Minimum and Maximum Tailwaters
Figure 5-13. Preformed Scour Hole
Figure 5-14. Culvert Outlet Erosion Protection,Lined Channel Expansions
Figure 5-15. Maximum Permissible Discharge for Lined Channel Expansions
Figure 5-16. Flared Outlet Transition
Figure 5-17. Stilling Well
Figure 5-18. Us Bureau of Reclamation Impact Basin
Figure 5-19. Saint Anthony Falls Stilling Basin
Erosion control at outlet -Cont. - ufc_3_230_16fa0053
Figure 5-20. Design Chart for SAF Stilling Basin
Erosion control at outlet -Cont. - ufc_3_230_16fa0055
Figure 5-21. Recommended Riprap Sizes
Figure 5-22. Scour Hole Riprap Sizes
Chapter 6: Open Channels
Table 6-1. Suggested Coefficients of Roughness and Maximum Permissible Mean Velocities for Open Channel in Military Construction
Figure 6-1. Retardance Coefficients for Flow in Turfed Channels
Drop structures and check dams
Figure 6-2. Details and Design Chart for Typical Drop Structure
Drop structures and check dams -Cont. - ufc_3_230_16fa0063
Drop structures and check dams -Cont. - ufc_3_230_16fa0064
Chapter 7:Chutes
Figure 7-1. Details of Typical Drainage Chute
Figure 7-2: Details of Typical Drop Intake
Figure 7-3. Drop Structure Calibration Curves
Figure 7-4. Air Entrainment in Chute Flow
Design problem
Figure 7-5. Design Problem -Solution One
Figure 7-6. Design Problem-Solution Two
Chapter 8: Construction Drainage
Appendix B: Cover Tables
Table B-1. Suggested Maximum Cover Requirements
Table B-2. Suggested Maximum Cover Requirements for 21 2/3- By 1/2 Inch Corrugated Steel Pipe
Table B-3: Suggested Maximum Cover Requirements for 3-by 1-inch Corrugated Steel Pipe
Table B-3: Suggested Maximum Cover Requirements for 3-by 1-inch Corrugated Steel Pipe -Cont.
Table B-4: Suggested Maximum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe
Table B-4: Suggested Maximum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe -Cont.
Table B-5: Suggested Maximum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe
Table B-6. Suggested Minimum Cover Requirements (feet) for 1 1/2-by 1/4-inch Corrugated Steel Pipe
Table B-7. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Steel Pipe
Table B-7. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0085
Table B-7. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0086
Table B-7. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0087
Table B-8. Suggested Minimum Cover Requirements (Feet ) for 3- by 1-inch Corrugated Sttel Pipes
Table B-8. Suggested Minimum Cover Requirements (Feet ) for 3- by 1-inch Corrugated Sttel Pipes -Cont. - ufc_3_230_16fa0089
Table B-8. Suggested Minimum Cover Requirements (Feet ) for 3- by 1-inch Corrugated Sttel Pipes -Cont. - ufc_3_230_16fa0090
Table B-8. Suggested Minimum Cover Requirements (Feet ) for 3- by 1-inch Corrugated Sttel Pipes -Cont. - ufc_3_230_16fa0091
Table B-9. Suggested Minimum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe
Table B-9. Suggested Minimum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0093
Table B-9. Suggested Minimum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0094
Table B-9. Suggested Minimum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0095
Table B-10. Suggested Minimum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe
Table B-10. Suggested Minimum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe-Cont. - ufc_3_230_16fa0097
Table B-10. Suggested Minimum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe-Cont. - ufc_3_230_16fa0098
Table B-10. Suggested Minimum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe-Cont. - ufc_3_230_16fa0099
Table B-11. Suggested Maximum Cover Requirements (Feet) for 2 2/3 by 1/2-inch Corrugated Aluminum Pipe
Table B-12. Suggested Maximum Cover Requirements (Feet) for 3-by 1-inch Corrugated Aluminum Pipe
Table B-12. Suggested Maximum Cover Requirements (Feet) for 3-by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0102
Table B-12. Suggested Maximum Cover Requirements (Feet) for 3-by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0103
Table B-13. Suggested Maximum Cover Requirements (Feet) for 6-by 1-inch Corrugated Aluminum Pipe
Table B-13. Suggested Maximum Cover Requirements (Feet) for 6-by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0105
Table B-13. Suggested Maximum Cover Requirements (Feet) for 6-by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0106
Table B-14. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Aluminum Pipe
Table B-14. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0108
Table B-14. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Aluminum Pipe -Cont.
Table B-14. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0110
Table B-15: Suggested Minimum Cover Requirements (Feet) for 3-by 1 -inch Corrugated Aluminum Pipe
Table B-15: Suggested Minimum Cover Requirements (Feet) for 3-by 1 -inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0112
Table B-15: Suggested Minimum Cover Requirements (Feet) for 3-by 1 -inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0113
Table B-15: Suggested Minimum Cover Requirements (Feet) for 3-by 1 -inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0114
Table B-16. Suggested Minimum Cover Requirements (Feet) for 6 by 1-inch Corrugated Aluminum Pipe
Table B-16. Suggested Minimum Cover Requirements (Feet) for 6 by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0116
Table B-16. Suggested Minimum Cover Requirements (Feet) for 6 by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0117
Table B-16. Suggested Minimum Cover Requirements (Feet) for 6 by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0118
Table B-17. Suggested Cover Requirements for Corrugated Polyethylene (pE) Pipe
Table B-18: Maximum Feet of Cover for Reinforced Concrete Culverts
Table B-18: Maximum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0121
Table B-18: Maximum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0122
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0124
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0125
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0126
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0127
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0128
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0129
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0130
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0132
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0133
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0134
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0135
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0136
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0137
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0138
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0140
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0141
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0142
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0143
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0144
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0145
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0146
Table B-22. Maximum Feet of cover for Vitrified Clay culverts
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0148
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0149
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0150
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0151
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0152
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0153
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0155
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0156
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0157
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0158
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0159
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0160
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0161
Appendix C:Outlet Protection Design Problem
Appendix C:Outlet Protection Design Problem -Cont. - ufc_3_230_16fa0163
Appendix C:Outlet Protection Design Problem -Cont.
Appendix C:Outlet Protection Design Problem -Cont. - ufc_3_230_16fa0165
Appendix C:Outlet Protection Design Problem -Cont. - ufc_3_230_16fa0166
Appendix C:Outlet Protection Design Problem -Cont. - ufc_3_230_16fa0167
Determine Profile and Cross Section of Scour for Mximum Discharge and Minimum Tailwater Conditions
Determine Profile and Cross Section of Scour for Mximum Discharge and Minimum Tailwater Conditions-Concluded
Detremine Depth and Width of Cutoff Wall
Detremine Depth and Width of Cutoff Wall -Cont. - ufc_3_230_16fa0171
Detremine Depth and Width of Cutoff Wall -Cont. - ufc_3_230_16fa0172
Determine Size and Geometry of Riprap Lined Preformed Scour Holes
Determine Size and Geometry of Riprap Lined Channel Expansion for Minimum Tailwaters
Determine Length and Geometry of a Flared Outlet Transition for Minimum Tailwaters
Determine Width of US Bureau of Reclamation Type VI Basin Required Downstream of the 8 ft-Diam Outlet
Determine Width of SAF Basin Required Downstream of the 8-ft-Diam Outlet
Determine Size of Riprap Required Downstream of 8-ft-Diam Culvert
Appendix D: Channel Design Problem
Figure D-1. Froude Number and Depth of Flow Required for Incipient Transport of Cohesionless Material
Figure D-2. Depth of Flow and Unit Discharge for Incipient Transport of cohesionless Material
Figure D-3. Flow Characteristics of Trapezoidal Channels with 1V on 3H Side Slopes
Figure D-4. Froude Number and Depth of Flow for Incipient Failure of Riprap Lined Channel
Figure D-5. Depth of Flow and Unit Discharge for Incipient Failure of Riprap Lined Channel
Channel design
Figure D-6. Flow Characteristics of Rectangular Channels
Figure D-7. Discharge Characteristics of Various Channels
Channel design -Cont. - ufc_3_230_16fa0188
Channel design -Cont. - ufc_3_230_16fa0189
Appendix E: Notation
Appendix E: Notation-Cont.
Bibliography -Cont. - ufc_3_230_16fa0195
Chapter 1: Introduction - ufc_3_230_16fa0009
Drainage law
Chapter 2: Drainage Pipe
Table 2-1. Roughness Coefficients for Various Pipes
Minimum and maximum cover
Table 2-2. Maximum Cover Height Reduction Factors for Riverted and Bolted Seams
Figure 2-1. Three Main Classes of Conduits
Figure 2-2. Free Body Conduit Diagrams
Figure 2-3. Trench Beddings for Circular Pipe
Figure 2-4. Beddings for Positive Projecting Conduits
Frost condition considerations
Infiltration of fine soils through drainage pipe joints
Infiltration of fine soils through drainage pipe joints -Cont.
Chapter 3:Inlets and Box Drains
Figure 3-1. Determination of Typical Inlet Grating Discharge Curve
Figure 3-2. Examples of Typical Inlet Grates
Figure 3-3. Examples of Inlet Design
Box drains
Figure 3-4. Typical Inlet and Box Drain Designs for Airfield and Heliport Storm Drainage Systems
Figure 3-5. Repair Box Drains
Settlement of inlets and drains
Chapter 4: Gutters
Figure 4-1. Drainage Gutters for Runways and Aprons
Chapter 5: Storm Drains and Culverts
Figure 5-1. Culvert Headwalls and Wingwalls
Scour at outlets
Scour at outlets -Cont.
Figure 5-3. Square Culvert Froude Number
Figure 5-4. Predicted Scour Depth Versus Observed Scour Depth
Figure 5-5. Predicted Scour Width Versus Observed Scour Width
Figure 5-6.Predicted Scour Length Versus Observed Scour Length
Figure 5-7. Predicted Scour Volume Versus Observed Scour Volume
Figure 5-8. Dimensions Scour Hole Geometry for Minimum Tailwater
Erosion control at outlet
Figure 5-10. Recommended Size of Protective Stone
Figure 5-11. Length of Stone Protection, Horizontal Blanket
Figure 5-12. Recommended Configuration of Riprap Blanket Subject to Minimum and Maximum Tailwaters
Figure 5-13. Preformed Scour Hole
Figure 5-14. Culvert Outlet Erosion Protection,Lined Channel Expansions
Figure 5-15. Maximum Permissible Discharge for Lined Channel Expansions
Figure 5-16. Flared Outlet Transition
Figure 5-17. Stilling Well
Figure 5-18. Us Bureau of Reclamation Impact Basin
Figure 5-19. Saint Anthony Falls Stilling Basin
Erosion control at outlet -Cont. - ufc_3_230_16fa0053
Figure 5-20. Design Chart for SAF Stilling Basin
Erosion control at outlet -Cont. - ufc_3_230_16fa0055
Figure 5-21. Recommended Riprap Sizes
Figure 5-22. Scour Hole Riprap Sizes
Chapter 6: Open Channels
Table 6-1. Suggested Coefficients of Roughness and Maximum Permissible Mean Velocities for Open Channel in Military Construction
Figure 6-1. Retardance Coefficients for Flow in Turfed Channels
Drop structures and check dams
Figure 6-2. Details and Design Chart for Typical Drop Structure
Drop structures and check dams -Cont. - ufc_3_230_16fa0063
Drop structures and check dams -Cont. - ufc_3_230_16fa0064
Chapter 7:Chutes
Figure 7-1. Details of Typical Drainage Chute
Figure 7-2: Details of Typical Drop Intake
Figure 7-3. Drop Structure Calibration Curves
Figure 7-4. Air Entrainment in Chute Flow
Design problem
Figure 7-5. Design Problem -Solution One
Figure 7-6. Design Problem-Solution Two
Chapter 8: Construction Drainage
Appendix B: Cover Tables
Table B-1. Suggested Maximum Cover Requirements
Table B-2. Suggested Maximum Cover Requirements for 21 2/3- By 1/2 Inch Corrugated Steel Pipe
Table B-3: Suggested Maximum Cover Requirements for 3-by 1-inch Corrugated Steel Pipe
Table B-3: Suggested Maximum Cover Requirements for 3-by 1-inch Corrugated Steel Pipe -Cont.
Table B-4: Suggested Maximum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe
Table B-4: Suggested Maximum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe -Cont.
Table B-5: Suggested Maximum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe
Table B-6. Suggested Minimum Cover Requirements (feet) for 1 1/2-by 1/4-inch Corrugated Steel Pipe
Table B-7. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Steel Pipe
Table B-7. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0085
Table B-7. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0086
Table B-7. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0087
Table B-8. Suggested Minimum Cover Requirements (Feet ) for 3- by 1-inch Corrugated Sttel Pipes
Table B-8. Suggested Minimum Cover Requirements (Feet ) for 3- by 1-inch Corrugated Sttel Pipes -Cont. - ufc_3_230_16fa0089
Table B-8. Suggested Minimum Cover Requirements (Feet ) for 3- by 1-inch Corrugated Sttel Pipes -Cont. - ufc_3_230_16fa0090
Table B-8. Suggested Minimum Cover Requirements (Feet ) for 3- by 1-inch Corrugated Sttel Pipes -Cont. - ufc_3_230_16fa0091
Table B-9. Suggested Minimum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe
Table B-9. Suggested Minimum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0093
Table B-9. Suggested Minimum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0094
Table B-9. Suggested Minimum Cover Requirements (Feet) for 5-by 1-inch Corrugated Steel Pipe -Cont. - ufc_3_230_16fa0095
Table B-10. Suggested Minimum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe
Table B-10. Suggested Minimum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe-Cont. - ufc_3_230_16fa0097
Table B-10. Suggested Minimum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe-Cont. - ufc_3_230_16fa0098
Table B-10. Suggested Minimum Cover Requirements (Feet) for 6-by 2-inch Corrugated Steel Pipe-Cont. - ufc_3_230_16fa0099
Table B-11. Suggested Maximum Cover Requirements (Feet) for 2 2/3 by 1/2-inch Corrugated Aluminum Pipe
Table B-12. Suggested Maximum Cover Requirements (Feet) for 3-by 1-inch Corrugated Aluminum Pipe
Table B-12. Suggested Maximum Cover Requirements (Feet) for 3-by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0102
Table B-12. Suggested Maximum Cover Requirements (Feet) for 3-by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0103
Table B-13. Suggested Maximum Cover Requirements (Feet) for 6-by 1-inch Corrugated Aluminum Pipe
Table B-13. Suggested Maximum Cover Requirements (Feet) for 6-by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0105
Table B-13. Suggested Maximum Cover Requirements (Feet) for 6-by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0106
Table B-14. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Aluminum Pipe
Table B-14. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0108
Table B-14. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Aluminum Pipe -Cont.
Table B-14. Suggested Minimum Cover Requirements (Feet) for 2 2/3 by 1/2 Inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0110
Table B-15: Suggested Minimum Cover Requirements (Feet) for 3-by 1 -inch Corrugated Aluminum Pipe
Table B-15: Suggested Minimum Cover Requirements (Feet) for 3-by 1 -inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0112
Table B-15: Suggested Minimum Cover Requirements (Feet) for 3-by 1 -inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0113
Table B-15: Suggested Minimum Cover Requirements (Feet) for 3-by 1 -inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0114
Table B-16. Suggested Minimum Cover Requirements (Feet) for 6 by 1-inch Corrugated Aluminum Pipe
Table B-16. Suggested Minimum Cover Requirements (Feet) for 6 by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0116
Table B-16. Suggested Minimum Cover Requirements (Feet) for 6 by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0117
Table B-16. Suggested Minimum Cover Requirements (Feet) for 6 by 1-inch Corrugated Aluminum Pipe -Cont. - ufc_3_230_16fa0118
Table B-17. Suggested Cover Requirements for Corrugated Polyethylene (pE) Pipe
Table B-18: Maximum Feet of Cover for Reinforced Concrete Culverts
Table B-18: Maximum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0121
Table B-18: Maximum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0122
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0124
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0125
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0126
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0127
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0128
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0129
Table B-19. Minimum Feet of Cover for Reinforced Concrete Culverts -Cont. - ufc_3_230_16fa0130
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0132
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0133
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0134
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0135
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0136
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0137
Table B-20. Maximum Feet of Cover for Nonreinforced-Concrete Culverts -Cont. - ufc_3_230_16fa0138
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0140
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0141
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0142
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0143
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0144
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0145
Table B-21. Minimum Feet of Cover for Nonreinforced Concrete Culverts-Cont. - ufc_3_230_16fa0146
Table B-22. Maximum Feet of cover for Vitrified Clay culverts
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0148
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0149
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0150
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0151
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0152
Table B-22. Maximum Feet of cover for Vitrified Clay culverts -Cont. - ufc_3_230_16fa0153
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0155
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0156
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0157
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0158
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0159
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0160
Table B-23. Minimum Feet of Cover for Vitrified Clay Culverts -Cont. - ufc_3_230_16fa0161
Appendix C:Outlet Protection Design Problem
Appendix C:Outlet Protection Design Problem -Cont. - ufc_3_230_16fa0163
Appendix C:Outlet Protection Design Problem -Cont.
Appendix C:Outlet Protection Design Problem -Cont. - ufc_3_230_16fa0165
Appendix C:Outlet Protection Design Problem -Cont. - ufc_3_230_16fa0166
Appendix C:Outlet Protection Design Problem -Cont. - ufc_3_230_16fa0167
Determine Profile and Cross Section of Scour for Mximum Discharge and Minimum Tailwater Conditions
Determine Profile and Cross Section of Scour for Mximum Discharge and Minimum Tailwater Conditions-Concluded
Detremine Depth and Width of Cutoff Wall
Detremine Depth and Width of Cutoff Wall -Cont. - ufc_3_230_16fa0171
Detremine Depth and Width of Cutoff Wall -Cont. - ufc_3_230_16fa0172
Determine Size and Geometry of Riprap Lined Preformed Scour Holes
Determine Size and Geometry of Riprap Lined Channel Expansion for Minimum Tailwaters
Determine Length and Geometry of a Flared Outlet Transition for Minimum Tailwaters
Determine Width of US Bureau of Reclamation Type VI Basin Required Downstream of the 8 ft-Diam Outlet
Determine Width of SAF Basin Required Downstream of the 8-ft-Diam Outlet
Determine Size of Riprap Required Downstream of 8-ft-Diam Culvert
Appendix D: Channel Design Problem
Figure D-1. Froude Number and Depth of Flow Required for Incipient Transport of Cohesionless Material
Figure D-2. Depth of Flow and Unit Discharge for Incipient Transport of cohesionless Material
Figure D-3. Flow Characteristics of Trapezoidal Channels with 1V on 3H Side Slopes
Figure D-4. Froude Number and Depth of Flow for Incipient Failure of Riprap Lined Channel
Figure D-5. Depth of Flow and Unit Discharge for Incipient Failure of Riprap Lined Channel
Channel design
Figure D-6. Flow Characteristics of Rectangular Channels
Figure D-7. Discharge Characteristics of Various Channels
Channel design -Cont. - ufc_3_230_16fa0188
Channel design -Cont. - ufc_3_230_16fa0189
Appendix E: Notation
Appendix E: Notation-Cont.
Bibliography -Cont. - ufc_3_230_16fa0195
