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| Indexado |
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| DOI | 10.1051/E3SCONF/202341502007 | ||
| Año | 2023 | ||
| Tipo |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
The openFOAM solver faDebrisFOAM was recently developed to simulate debris flows with the finite area method. This new solver includes, among other capabilities, a variable density for the solid-liquid mixture, erosion and deposition processes, and a terrain modification algorithm. To test the performance of this new solver, we simulate the debris flow event that occurred in the Crucecita alluvial fan on the 13th May 2017 in the Atacama Desert, Chile. Thanks to pre- and post-event topographies, we have an accurate measure of the morphological changes that took place. Comparing the field data and our numerical model results shows that faDebrisFOAM can reproduce the main flooded, eroded, and deposited areas. Once the model is calibrated, we study the behavior of the terrain modification algorithm. Finally, we discuss the advantages of using this model to reproduce erosion and deposition processes together with changing rheologies for a debris flow event.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | Garcés, Alex | - |
Advanced Mining Technology Center - Chile
Centro Avanzado de Tecnologia para la Mineria - Chile |
| 2 | González, Álvaro | - |
Universidad de Chile - Chile
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| 3 | Tamburrino, Aldo | - |
Advanced Mining Technology Center - Chile
Universidad de Chile - Chile Centro Avanzado de Tecnologia para la Mineria - Chile |
| 4 | Montserrat, Santiago | - |
Advanced Mining Technology Center - Chile
Centro Avanzado de Tecnologia para la Mineria - Chile |
| Fuente |
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| National Agency of Research and Development ANID |
| Prix Inspiration Arctique |
| Centro Avanzado de Tecnología para la Minería |
| Department of Civil Engineering from Universidad de Chile |
| Agradecimiento |
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| This research was supported by the Advanced Mining Technology Center (AMTC) and the Department of Civil Engineering from Universidad de Chile. This research has been supported by the National Agency of Research and Development ANID/PIA project AFB180004. Alex Garcés and Alvaro González were financially supported by the ANID doctoral grant 2019-21191593 and the ANID master grant 2019-22191193, respectively. |