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San Antonio |
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Unified Development Code |
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Appendix H. STORM WATER DESIGN CRITERIA MANUAL |
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Chapter 10. CULVERTS |
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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 |