San Antonio |
Unified Development Code |
Appendix H. STORM WATER DESIGN CRITERIA MANUAL |
Chapter 10. CULVERTS |
§ 10.1. Introduction |
§ 10.2. Hydraulics of Culverts |
Appendix 10.3. Design Guidelines |
§ 10.3.1. Design Frequency |
§ 10.3.2. Inlet Control |
§ 10.3.3. Outlet Control |
Appendix 10.3.4. Energy Losses Through Culvert |
§ 10.3.4.1. Free Surface Flow - Type A |
§ 10.3.4.2. Full Flow in Conduit - Type B |
§ 10.3.4.3. Full Flow at Outlet and Free Surface Flow at Inlet - Type BA |
§ 10.3.4.4. Free Surface at Outlet and Full Flow at Inlet - Type AB |
§ 10.3.5. Energy Balance at Inlet |
§ 10.3.6. Determination of Outlet Velocity |
§ 10.3.7. Depth Estimation Approaches |
§ 10.3.8. Direct Step Backwater Method |
§ 10.3.9. Subcritical Flow and Steep Slope |
§ 10.3.10. Supercritical Flow and Steep Slope |
§ 10.3.11. Hydraulic Jump in Culverts |
§ 10.3.12. Sequent Depth |
§ 10.3.13. Roadway Overtopping |
§ 10.3.14. Performance Curves |
§ 10.3.15. Exit Loss Considerations |
Appendix 10.3.16. Materials and Specifications |
§ 10.3.16.1. Pipe Material |
§ 10.3.16.2. Minimum Structural Loads |
§ 10.3.16.3. Mud Slab |
Appendix 10.3.17. Railing |
§ 10.3.17.1. Hand Rail |
§ 10.3.17.2. Traffic Rail |
§ 10.3.17.3. Guard Rail |
Appendix 10.4. Velocity Protection and Control Devices |
§ 10.4.1. Excess Velocity |
§ 10.4.2. Velocity Protection Devices |
Appendix 10.4.3. Velocity Control Devices |
§ 10.4.3.1. Broken Back Design |
§ 10.4.3.2. Stilling Basin |
§ 10.4.3.3. Contra Costa Basin |
§ 10.4.3.4. USBR Type VI Impact Basin |
§ 10.4.3.5. Baffle Blocks |
Appendix 10.5. Special Applications - Detours |
§ 10.5.1. Detour Culverts |
§ 10.5.2. Risk |
§ 10.5.3. Engineering Requirements |
Appendix 10.6. References |
§ 10.6.1. Reference Citations |
§ 10.6.2. References |