Drainage in Areas Other than Airfields - index
Chapter 1. Introduction - ufc_3_230_17fa0009
Chapter 2. Hydrology
Table 21. Typical Values of Infiltration Rates
Runoff computations. - Continued
Chapter 3. Hydraulics
Channels.
Figure 3-1. Superelevation Formulas
Bridges.
Curb-and-gutter sections.
Figure 32. Nomograph for flow in triangular channels.
Culverts.
Culverts. - Continued
Underground hydraulic design.
Inlets.
Figure 3-3. Capacity of grate inlet in sump water pond on grate.
Figure 3-4. Capacity of Curb Opening Inlet at Low Point In Grade
Combination type (on slope).
Figure 3-5. Standard type "A" and type "B" inlets.
Figure 3-6. Type "C" Inlet-Sguare Grating
Figure 37. Standard type "D" inlet.
Vehicular safety and hydraulically efficient drainage practice.
Chapter 4. Hydraulic Structures
Figure 4-1. Standard Storm Drain Manhole
Figure 4-8. Standard Precast Manholes
Figure 4-3. Junction Details For Large Pipes
Miscellaneous structures.
Figure 4-4. Oulet Security Barrier
Miscellaneous structures. - Continued
Chapter 5. Erosion Control and Riprap Protection
Riprap design
Chapter 6. Subsurface Drainage
Backfill for subsurface drains.
Appendix B: Hydraulic Design Data For Culverts
Figure B-1. Inlet control.
Figure B-2. Headwater depth for concrete pipe culverts with inlet control.
Figure B-3. Headwater depth for oval concrete pipe culverts long axis vertical with inlet control.
Figure B-4. Headwater depth for oval concrete pipe culverts long axis horizontal with inlet control.
Figure B-5. Headwater depth for corrugate metal pipe culverts with inlet control.
Figure B-6. Headwater Depth for Structural Plate and Standard Corrugated
Figure B-7. Headwater depth for box culverts with inlet control.
Figure B-8. Headwater Depth for Corrugate Metal Pipe Culverts With Tapered Inlet-Inlet Control.
Figure B9. Headwater depth for circular pipe culverts with beveled ring inlet control.
Figure B-10. Oulet Control
Table B-1. Entrance Loss Coefficients Oulet Control
Figure B-11. Head For Circular Pipe Culverts Flowing Full, n = 0.012
Figure B-12. Head For Oval Circular Pipe Culverts Long Axis Horizontal or Vertical Flowing Full, n = 0.012
Figure B-13. Head For Circular Pipe Culverts Flowing Full, n = 0.024
Figure B-14. Head For Circular Pipe Culverts Flowing Full, n = 0.024
Figure B-15. Head For Standard Corrugated Metal Pipe-Arch Culverts Flowing Full, n = 0.024
Figure B-16. Head For Field-Bolted Structural Plate Pipe-Arch Culverts 18-in
Figure B-17. Head For Concrete Box Culverts Flowing Full, n = 0.012
Table B-2. Manning's n For Natural Stream Channels
Figure B-18, Tailgater elevation at or above top of culved.
Figure B-19. Tailwater below the top of the culvert.
Procedure for selection of culvert size.
Figure B20. Circular pipe--critical depth.
Figure B21. Oval concrete pipe long axis horizontal critical depth.
Figure B-22. Oval concrete pipe long axis vertical critical depth.
Figure B-23. Standard Corrugate Metal Pipe-Arch Critical Depth.
Figure B-24. Structural Plate Pipe-Arch Critical Depth
Figure B25. Critical depth rectangular section.
Instruction for use of outlet-control nomography.
Table B-3. Roughness Coefficients for Various Pipes
Figure B-26. Culvent Capacity Circular Concrete Pipe Groove-Edged Entrance
Figure B-27. Culvert capacity circulur concrete pipe groove-edged entrance 6O'' to 18O''.
Figure B-28. Culvert Capacity Standard Circular Corrugations Metal Pipe Projecting Entrance
Figure B-29. Culvert Capacity Standard Circular Corrugations Metal Projecting Entrance
Figure B-30. Culvert Capacity Standard Circular Corrugations Metal Headwall Entrance 18" to 36"
Figure B-31. Culvert Capacity Standard Circular Corrugations Metal Headwall Entrance 36" to 66"
Figure B-32. Culvert Capacity Standard Corrugations Metal Pipe-Arch Projecting Entrance
Figure B-33. Culvert Capacity Standard Corrugations Metal Pipe-Arch Projecting Entrance
Figure B-34. Culvert Capacity Standard Corrugations Metal Pipe-Arch Headwall Entrance
Figure B-35. Culvert Capacity Standard Corrugations Metal Pipe-Arch Headwall Entrance
Figure B-36. Culvert Capacity Square Concrete Box 90 and 15 Wingwall Flare
Figure B-37. Culvert Capacity Square Concrete Box 30 and 75 Wingwall Flare
Figure B-38. Culvert Capacity Rectangular Concrete Box 90 and 15 Wingwall Flare
Figure B-39. Culvert Capacity Rectangular Concrete Box 90 and 15 Wingwall Flare 3 and 4 Heights
Figure B-40. Culvert Capacity Rectangular Concrete Box 90 and 15 Wingwall Flare 5 and 6 Heights
Figure B-41. Culvert Capacity Rectangular Concrete Box 30 and 75 Wingwall Flare 1.5' , 2.0 and 2.5' Heights
Figure B-42. Culvert Capacity Rectangular Concrete Box 30 and 75 Wingwall Flare 3' and 4 Heights
Figure B-43. Culvert Capacity Rectangular Concrete Box 30 and 75 Wingwall Flare 5' and 6' Heights
Appendix C: Pipe Strength, Cover, and Bedding
Table C1. Suggested Maximum Cover Requirements for Asbestos-Cement Pipe
Table C-2. Suggested Maximum Cover Requirements for Concrete Pipe
Table C-3. Suggested Maximum Cover Requirements for Corrugated-A luminum-A lloy Pipe,
Table C-4. Suggested Maximum Cover Requirements for Corrugated for Corrugated-Steel Pipe,
Table C-5. Suggested Maximum Cover Requirements for Structural-Plate-Aluminum-Alloy Pipe
Table C6. Suggested Maximum Cover Requirements for Corrugated Steel Pipe, 125-mm
Figure C-1. Three Main Classes of Conduits
Figure C-2. Free Body Conduit Diagrams
Figure C-3. Embankment Beddings Circular Pipe
Figure C-4. Trench Beddings for Circular Pipe
Figure
Figure C-5. Installation Conditions Which Influence Loads on Underground Conduits
Figure C-6. Beddings for Positive Projecting Conduits
Figure C-5. Flexible Pipe Bedding and Installation
Table C7. Suggested Maximum Cover Requirements for Structural Plate Steel Pipe
Table C8. Suggested Maximum Cover Requirements for Corrugated Steel Pipe
Bedding of pipe (culverts and storm drains)
Table C9. Suggested Guidelines for Minimum Cover
Table C9. Suggested Guidelines for Minimum Cover - Continued
Appendix D: Notation
Chapter 1. Introduction - ufc_3_230_17fa0009
Chapter 2. Hydrology
Table 21. Typical Values of Infiltration Rates
Runoff computations. - Continued
Chapter 3. Hydraulics
Channels.
Figure 3-1. Superelevation Formulas
Bridges.
Curb-and-gutter sections.
Figure 32. Nomograph for flow in triangular channels.
Culverts.
Culverts. - Continued
Underground hydraulic design.
Inlets.
Figure 3-3. Capacity of grate inlet in sump water pond on grate.
Figure 3-4. Capacity of Curb Opening Inlet at Low Point In Grade
Combination type (on slope).
Figure 3-5. Standard type "A" and type "B" inlets.
Figure 3-6. Type "C" Inlet-Sguare Grating
Figure 37. Standard type "D" inlet.
Vehicular safety and hydraulically efficient drainage practice.
Chapter 4. Hydraulic Structures
Figure 4-1. Standard Storm Drain Manhole
Figure 4-8. Standard Precast Manholes
Figure 4-3. Junction Details For Large Pipes
Miscellaneous structures.
Figure 4-4. Oulet Security Barrier
Miscellaneous structures. - Continued
Chapter 5. Erosion Control and Riprap Protection
Riprap design
Chapter 6. Subsurface Drainage
Backfill for subsurface drains.
Appendix B: Hydraulic Design Data For Culverts
Figure B-1. Inlet control.
Figure B-2. Headwater depth for concrete pipe culverts with inlet control.
Figure B-3. Headwater depth for oval concrete pipe culverts long axis vertical with inlet control.
Figure B-4. Headwater depth for oval concrete pipe culverts long axis horizontal with inlet control.
Figure B-5. Headwater depth for corrugate metal pipe culverts with inlet control.
Figure B-6. Headwater Depth for Structural Plate and Standard Corrugated
Figure B-7. Headwater depth for box culverts with inlet control.
Figure B-8. Headwater Depth for Corrugate Metal Pipe Culverts With Tapered Inlet-Inlet Control.
Figure B9. Headwater depth for circular pipe culverts with beveled ring inlet control.
Figure B-10. Oulet Control
Table B-1. Entrance Loss Coefficients Oulet Control
Figure B-11. Head For Circular Pipe Culverts Flowing Full, n = 0.012
Figure B-12. Head For Oval Circular Pipe Culverts Long Axis Horizontal or Vertical Flowing Full, n = 0.012
Figure B-13. Head For Circular Pipe Culverts Flowing Full, n = 0.024
Figure B-14. Head For Circular Pipe Culverts Flowing Full, n = 0.024
Figure B-15. Head For Standard Corrugated Metal Pipe-Arch Culverts Flowing Full, n = 0.024
Figure B-16. Head For Field-Bolted Structural Plate Pipe-Arch Culverts 18-in
Figure B-17. Head For Concrete Box Culverts Flowing Full, n = 0.012
Table B-2. Manning's n For Natural Stream Channels
Figure B-18, Tailgater elevation at or above top of culved.
Figure B-19. Tailwater below the top of the culvert.
Procedure for selection of culvert size.
Figure B20. Circular pipe--critical depth.
Figure B21. Oval concrete pipe long axis horizontal critical depth.
Figure B-22. Oval concrete pipe long axis vertical critical depth.
Figure B-23. Standard Corrugate Metal Pipe-Arch Critical Depth.
Figure B-24. Structural Plate Pipe-Arch Critical Depth
Figure B25. Critical depth rectangular section.
Instruction for use of outlet-control nomography.
Table B-3. Roughness Coefficients for Various Pipes
Figure B-26. Culvent Capacity Circular Concrete Pipe Groove-Edged Entrance
Figure B-27. Culvert capacity circulur concrete pipe groove-edged entrance 6O'' to 18O''.
Figure B-28. Culvert Capacity Standard Circular Corrugations Metal Pipe Projecting Entrance
Figure B-29. Culvert Capacity Standard Circular Corrugations Metal Projecting Entrance
Figure B-30. Culvert Capacity Standard Circular Corrugations Metal Headwall Entrance 18" to 36"
Figure B-31. Culvert Capacity Standard Circular Corrugations Metal Headwall Entrance 36" to 66"
Figure B-32. Culvert Capacity Standard Corrugations Metal Pipe-Arch Projecting Entrance
Figure B-33. Culvert Capacity Standard Corrugations Metal Pipe-Arch Projecting Entrance
Figure B-34. Culvert Capacity Standard Corrugations Metal Pipe-Arch Headwall Entrance
Figure B-35. Culvert Capacity Standard Corrugations Metal Pipe-Arch Headwall Entrance
Figure B-36. Culvert Capacity Square Concrete Box 90 and 15 Wingwall Flare
Figure B-37. Culvert Capacity Square Concrete Box 30 and 75 Wingwall Flare
Figure B-38. Culvert Capacity Rectangular Concrete Box 90 and 15 Wingwall Flare
Figure B-39. Culvert Capacity Rectangular Concrete Box 90 and 15 Wingwall Flare 3 and 4 Heights
Figure B-40. Culvert Capacity Rectangular Concrete Box 90 and 15 Wingwall Flare 5 and 6 Heights
Figure B-41. Culvert Capacity Rectangular Concrete Box 30 and 75 Wingwall Flare 1.5' , 2.0 and 2.5' Heights
Figure B-42. Culvert Capacity Rectangular Concrete Box 30 and 75 Wingwall Flare 3' and 4 Heights
Figure B-43. Culvert Capacity Rectangular Concrete Box 30 and 75 Wingwall Flare 5' and 6' Heights
Appendix C: Pipe Strength, Cover, and Bedding
Table C1. Suggested Maximum Cover Requirements for Asbestos-Cement Pipe
Table C-2. Suggested Maximum Cover Requirements for Concrete Pipe
Table C-3. Suggested Maximum Cover Requirements for Corrugated-A luminum-A lloy Pipe,
Table C-4. Suggested Maximum Cover Requirements for Corrugated for Corrugated-Steel Pipe,
Table C-5. Suggested Maximum Cover Requirements for Structural-Plate-Aluminum-Alloy Pipe
Table C6. Suggested Maximum Cover Requirements for Corrugated Steel Pipe, 125-mm
Figure C-1. Three Main Classes of Conduits
Figure C-2. Free Body Conduit Diagrams
Figure C-3. Embankment Beddings Circular Pipe
Figure C-4. Trench Beddings for Circular Pipe
Figure
Figure C-5. Installation Conditions Which Influence Loads on Underground Conduits
Figure C-6. Beddings for Positive Projecting Conduits
Figure C-5. Flexible Pipe Bedding and Installation
Table C7. Suggested Maximum Cover Requirements for Structural Plate Steel Pipe
Table C8. Suggested Maximum Cover Requirements for Corrugated Steel Pipe
Bedding of pipe (culverts and storm drains)
Table C9. Suggested Guidelines for Minimum Cover
Table C9. Suggested Guidelines for Minimum Cover - Continued
Appendix D: Notation