San Antonio |
Unified Development Code |
Appendix H. STORM WATER DESIGN CRITERIA MANUAL |
Chapter 9. OPEN CHANNELS |
§ 9.1. Introduction |
Appendix 9.2. Hydraulics Of Open Channel Flow |
§ 9.2.1. Energy |
§ 9.2.2. Specific Energy |
Appendix 9.2.3. Flow Classification |
§ 9.2.3.1. Types of Flow in Open Channels |
§ 9.2.3.2. Critical Flow |
§ 9.2.3.3. Subcritical Flow |
§ 9.2.3.4. Supercritical Flow |
Appendix 9.2.4. Uniform Flow |
§ 9.2.4.1. Manning's Equation |
§ 9.2.5. Gradually Varied Flow |
§ 9.2.6. Rapidly Varied Flow |
Appendix 9.2.7. Hydraulic Jump |
§ 9.2.7.2. Types of Hydraulic Jump |
§ 9.2.7.3. Hydraulic Jump in Horizontal Channels |
Appendix 9.3. Design Guidelines |
§ 9.3.1. Design Frequency |
§ 9.3.2. Natural Channels |
Appendix 9.3.3. Constructed Channels |
§ 9.3.3.1. Earthen |
§ 9.3.3.2. Concrete |
§ 9.3.4. Channel Geometry |
§ 9.3.5. Channel Slope |
Appendix 9.3.6. Channel Drops |
§ 9.3.6.1. Earthen Channels with Drops. |
§ 9.3.6.2. Concrete Channels with Drops |
§ 9.3.7. Baffle Chutes |
§ 9.3.8. Channel Velocity |
§ 9.3.9. Low Flow Channels |
§ 9.3.10. Interceptor Channel |
§ 9.3.11. Channel Transitions |
Appendix 9.3.12. Channel Linings |
§ 9.3.12.1. Grass |
§ 9.3.12.2. Turf Reinforcement |
§ 9.3.12.3. Rubble Rip Rap |
§ 9.3.12.4. Gabions |
§ 9.3.12.5. Concrete |
§ 9.3.13. Channel Stability |
§ 9.3.14. Freeboard |
§ 9.3.15. Super Elevation |
Appendix 9.3.16. Utilities - Scour and Buoyancy |
§ 9.3.16.1. Scour |
§ 9.3.16.2. Buoyancy |
Appendix 9.4. Maintenance Considerations |
§ 9.4.1. Access |
§ 9.4.2. Schedule |
Appendix 9.5. References |
§ 9.5.1. Reference Citations |
§ 9.5.2. References |