Simulación dinámica de inundaciones asumiendo un estado crítico de máxima escorrentía, bajo cinco periodos de retorno, en la Quebrada La Virgen del Municipio de San José de Miranda- Santander
The dynamic flood analysis includes hydraulic simulations from a critical overflow environment in two dimensional frame, for the La Virgen stream in the San José de Miranda Municipality. For this purpose was required the update of morphometric parameters of the hydrographic basin...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2018
- Institución:
- Universidad Industrial de Santander
- Repositorio:
- Repositorio UIS
- Idioma:
- spa
- OAI Identifier:
- oai:noesis.uis.edu.co:20.500.14071/8352
- Acceso en línea:
- https://revistas.uis.edu.co/index.php/revistauisingenierias/article/view/6260
https://noesis.uis.edu.co/handle/20.500.14071/8352
- Palabra clave:
- Flood
dynamic simulation
hygrograms
hydrograms
return periods
Inundación
simulación dinámica
hidrogramas
hietogramas
periodos de retorno
- Rights
- openAccess
- License
- Attribution-NonCommercial 4.0 International (CC BY-NC 4.0)
| Summary: | The dynamic flood analysis includes hydraulic simulations from a critical overflow environment in two dimensional frame, for the La Virgen stream in the San José de Miranda Municipality. For this purpose was required the update of morphometric parameters of the hydrographic basin, and the digitalization of the vegetation coverage. Moreover, it was necessary to apply processes of spatial interpolation to determine the precipitation regimens in a processing range of sixteen years, these searches were used for the calculation of hyetographs with periodicity of 2. 33, 5, 25, 50, and 100 years which gave rise to the hydrographs of floods and allowed the development of the simulation. As a result, a similar behavior was obtained in each return period and the consequences are manifested in almost the same territorial units along the channel, with maximum depths of up to 6.71 m. |
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