Difference between revisions of "GvSIG GSoC 2016 Ideas"
| Line 15: | Line 15: | ||
* '''Product''': gvSIG Desktop | * '''Product''': gvSIG Desktop | ||
| − | * '''Possible mentors''': | + | * '''Possible mentors''': Andrea Antonello, Joaquin del Cerro |
| − | * '''Possible student''': | + | * '''Possible student''': Silvia Franceschi |
| − | The main idea behind this project is port/develop a tool for the design and verification of storm drainage and sewer systems in gvSIG. | + | The main idea behind this project is to port/develop a tool for the design and verification of storm drainage and sewer systems in gvSIG. |
| + | The tool calculates the maximum discharge using a simplified geomorphology based hydrological model considering the morphology of the surface, the drainage area and its permeability. | ||
| + | Based on this calculation the flow of the water in the pipes is simulated using a cinematic model considering the main characteristics of the pipes (slope, diameter, roughness). | ||
| + | The results of the simulations are the needed diameter and slope for each pipe of the storm drainage network. | ||
Revision as of 06:15, 19 February 2016
Use this page to jot down and develop any good idea for the 2016 program with gvSIG project. Please, use the gvSIG mailing lists for discussion and check 2015, 2014, 2013, 2012, 2011, 2010, 2009 ideas pages for examples or reference.
Integrating R library into gvSIG Desktop
- Product: gvSIG Desktop
- Possible mentor:
- Possible students:
The main idea behind this project is about integrating the R library into gvSIG Desktop. R is a free software environment for statistical computing and graphics.
Integrating a tool for urban storm drainage design in gvSIG
- Product: gvSIG Desktop
- Possible mentors: Andrea Antonello, Joaquin del Cerro
- Possible student: Silvia Franceschi
The main idea behind this project is to port/develop a tool for the design and verification of storm drainage and sewer systems in gvSIG. The tool calculates the maximum discharge using a simplified geomorphology based hydrological model considering the morphology of the surface, the drainage area and its permeability. Based on this calculation the flow of the water in the pipes is simulated using a cinematic model considering the main characteristics of the pipes (slope, diameter, roughness). The results of the simulations are the needed diameter and slope for each pipe of the storm drainage network.