Muestra métricas de impacto externas asociadas a la publicación. Para mayor detalle:
| Indexado |
|
||||
| DOI | 10.1016/J.JHYDROL.2024.131239 | ||||
| Año | 2024 | ||||
| Tipo | artículo de investigación |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
When modeling large-scale urban floods, the Porosity Nonlinear Shallow Water Equations (PNSWE) emerge as an interesting and consistent subgrid approach to reduce computational time while preserving the solution structure, allowing for computational efficiency at the cost of some loss in the accuracy of the results. Porosity accounts for changes in storage and exchanges due to obstacles in urban areas, and it introduces an extra source term proportional to the porosity gradient into the momentum equations. However, no systematic analyses on the effects of grid size have been performed in real domains, when this model is used to represent fine-scale topographic information at a coarser scale. In this study, we analyze how accuracy is affected by gradually increasing grid resolution in a generalized porosity approach computed at the cell-level. The Single Porosity model (SP) in Cartesian coordinates is employed to simulate a real-world urban flooding event, with resolution transitioning from fine- to macro-scale. At an intermediate scale, the meso-scale, where cell size approximates street width and computational time is significantly reduced, the model captures main preferential flow paths by means of the porosity gradient within the urban area. Good agreement with refined classical model solutions is observed at this scale for flood extension and hazard maps, providing valuable information for early-warning systems. Numerical results underscore the importance of porosity models in rapidly assessing flow properties during an event, enhancing real-time decision-making with reliable information.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | Nash, Sebastián | - |
Pontificia Universidad Católica de Chile - Chile
|
| 2 | ESCAURIAZA-MESA, CRISTIAN RODRIGO | Hombre |
Pontificia Universidad Católica de Chile - Chile
|
| 3 | Finaud-Guyot, Pascal | - |
INRIA Institut National de Recherche en Informatique et en Automatique - Francia
Laboratoire HydroSciences Montpellier - Francia INRIA - Francia Univ Montpellier - Francia |
| 4 | Jahn, Wolfram | Hombre |
Pontificia Universidad Católica de Chile - Chile
|
| 5 | Rousseau, Antoine | Hombre |
INRIA Institut National de Recherche en Informatique et en Automatique - Francia
Institut Montpelliérain Alexander Grothendieck - Francia INRIA - Francia Univ Montpellier - Francia |
| Fuente |
|---|
| FONDECYT |
| Fondo Nacional de Desarrollo Científico y Tecnológico |
| NLHPC (ECM-02) |
| INRIA |
| Institut national de recherche en informatique et en automatique (INRIA) |
| ANID/Fondap 2023 Grant |
| Agradecimiento |
|---|
| This work was supported by Inria through the FLOTTE associated team, funded by the international relations department . Additional support has been provided by Fondecyt grant 1191785 , the supercomputing infrastructure of the NLHPC (ECM-02) and ANID/Fondap 2023 Grant 1522A0009 |
| This work was supported by Inria through the FLOTTE associated team, funded by the international relations department . Additional support has been provided by Fondecyt grant 1191785 , the supercomputing infrastructure of the NLHPC (ECM-02) and ANID/Fondap 2023 Grant 1522A0009 |
| This work was supported by Inria through the FLOTTE associated team, funded by the international relations department. Additional support has been provided by Fondecyt grant 1191785, the supercomputing infrastructure of the NLHPC (ECM-02) and ANID/Fondap 2023 Grant 1522A0009. |