| § 2.1.0. GENERAL |
| Appendix 2.2.0. EFFECTS OF URBANIZATION |
| § 2.2.1. Design Assumptions For Storm Runoff Analysis |
| § 2.3.0. METHOD OF ANALYSIS |
| Appendix 2.4.0. RATIONAL METHOD |
| § 2.4.1. Runoff Coefficient (C) |
| § 2.4.2. Time of Concentration |
| § 2.4.3. Rainfall Intensity (i) |
| § 2.4.4. Drainage Area (A) |
| Appendix 2.5.0. THE SOIL CONSERVATION SERVICE METHOD FOR CALCULATION OF PEAK FLOWS |
| § 2.5.1. Austin Twenty-Four (24) Hour Storm Rainfall Distributions |
| § 2.5.2. Conservation Service Runoff Curve Numbers |
| § 2.5.3. Time of Concentration |
| Appendix 2.6.0. PROBABLE MAXIMUM STORM/FLOOD DEVELOPMENT |
| § 2.6.1. Probable Maximum Precipitation (PMP) |
| § 2.6.2. Probable Maximum Flood (PMF) |