Project

General

Profile

Documentation #8762

Updated by Giulio Di Anastasio almost 3 years ago

As discussed, the formula Q = C*I*A will be instead in the form of V = C*R*A, where Q (flow in the unit of time) is replaced by V (volume of run-off), and I (intensity of rainfall in the unit of time) is replaced by R (Rainfall).
To be able to proceed, we need to use the vegetation classification shapefiles as generated by Selvarani on the raster created using samples created by Pavneet, and incorporate in the calculation parameters like:
- infiltration
- evapotranspiration
- threshold of effective rainfall to generate run-off
- antecedent conditions of the soil wetness
- imperviousness of surfaces (buildings, platforms, roads, etc)

To be updated
Giulio

Back