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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 5. HYDROLOGY |
| § 5.1. Introduction |
| Appendix 5.2. Method of Analysis |
| § 5.2.1. Basin Delineation |
| § 5.2.2. Selection of Rational or Hydrograph Method |
| § 5.2.3. Selection of Method for Detention Ponds |
| § 5.3. Rational Method |
| Appendix 5.4. Time of Concentration |
| § 5.4.1. Overland Flow |
| § 5.4.2. Shallow Concentrated Flow |
| § 5.4.3. Channel Flow |
| Appendix 5.5. Rainfall Data |
| § 5.5.1. Rainfall Intensity-Duration |
| Appendix 5.5.2. Rainfall Depth-Duration-Frequency |
| § 5.5.2.1. Design Rainfall |
| § 5.5.2.2. Areal Reduction Factor |
| § 5.5.3. Runoff Coefficient |
| Appendix 5.6. Hydrograph Method |
| Appendix 5.6.1. Sub-Basin |
| § 5.6.1.1. Loss Method |
| § 5.6.1.2. Transform Method |
| § 5.6.1.3. Baseflow Method |
| Appendix 5.6.2. Reach - Routing |
| § 5.6.2.1. Muskingum |
| § 5.6.2.2. Muskingum-Cunge 8 Point Cross Section |
| § 5.6.2.3. Modified Puls |
| § 5.6.2.4. Kinematic Wave |
| § 5.7. Probable Maximum Flood |
| § 5.8. References |