San Antonio |
Unified Development Code |
Appendix H. STORM WATER DESIGN CRITERIA MANUAL |
Chapter 5. HYDROLOGY |
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 |