Useful for Runoff computation » History » Version 1
Giulio Di Anastasio, 08/05/2021 14:45
| 1 | 1 | Giulio Di Anastasio | h1. Useful for Runoff computation |
|---|---|---|---|
| 2 | 1 | Giulio Di Anastasio | |
| 3 | 1 | Giulio Di Anastasio | h2. Goal |
| 4 | 1 | Giulio Di Anastasio | |
| 5 | 1 | Giulio Di Anastasio | Compute the runoff using the rational method (Q = C * I * A) for selected areas. |
| 6 | 1 | Giulio Di Anastasio | |
| 7 | 1 | Giulio Di Anastasio | See (eg) https://www.brighthubengineering.com/hydraulics-civil-engineering/60842-the-rational-method-for-calculation-of-peak-storm-water-runoff-rate/ |
| 8 | 1 | Giulio Di Anastasio | |
| 9 | 1 | Giulio Di Anastasio | h2. Inputs |
| 10 | 1 | Giulio Di Anastasio | |
| 11 | 1 | Giulio Di Anastasio | h3. Layers - Classify impervious and pervious layers. |
| 12 | 1 | Giulio Di Anastasio | |
| 13 | 1 | Giulio Di Anastasio | h3. Coefficient of Runoff in rational method- |
| 14 | 1 | Giulio Di Anastasio | https://www.waterboards.ca.gov/water_issues/programs/swamp/docs/cwt/guidance/513.pdf |
| 15 | 1 | Giulio Di Anastasio | Tags? |
| 16 | 1 | Giulio Di Anastasio | |
| 17 | 1 | Giulio Di Anastasio | Layers impacting the definition of water sheds and sub-sheds (geology, surface, vegetation, ...) |
| 18 | 1 | Giulio Di Anastasio | |
| 19 | 1 | Giulio Di Anastasio | h2. Processing |
| 20 | 1 | Giulio Di Anastasio | |
| 21 | 1 | Giulio Di Anastasio | See tergal: https://redmine.auroville.org.in/projects/tergal |
| 22 | 1 | Giulio Di Anastasio | |
| 23 | 1 | Giulio Di Anastasio | h2. Organization |