Propagación de la recarga inducida por una crecida del río Ebro en el acuífero aluvial urbano de Zaragoza (España)
This paper studies the recharge induced by a flood event in the alluvial urban aquifer of Zaragoza from a quantitative point of view. Thanks to the implementation of a groundwater flow numerical model, the propagation of the recharge front through the alluvial aquifer has been simulated. The results...
| Autores: | , , , , , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2014 |
| País: | España |
| Institución: | Universidad de Huelva (UHU) |
| Repositorio: | Arias Montano. Repositorio Institucional de la Universidad de Huelva |
| Idioma: | español |
| OAI Identifier: | oai:ariasmontano.uhu.es:10272/10660 |
| Acceso en línea: | http://hdl.handle.net/10272/10660 |
| Access Level: | acceso abierto |
| Palabra clave: | Flood event River–aquifer relationship Alluvial aquifer Urban hydrogeology Groundwater modelling Crecidas Relaciones río-acuífero acuífero aluvial Hidrogeología urbana Modelación matemática del flujo subterráneo |
| Sumario: | This paper studies the recharge induced by a flood event in the alluvial urban aquifer of Zaragoza from a quantitative point of view. Thanks to the implementation of a groundwater flow numerical model, the propagation of the recharge front through the alluvial aquifer has been simulated. The results obtained have shown a propagation of the recharge front through the aquifer driven by the transmissivity field and the existent river-aquifer regime prior to the flood event. In general, the recharge front has a 35-45 m·h-1 displacement in the first 20 hours. Subsequently, the front decelerates to almost zero velocity at the flood peak. Finally, it is concluded that the recharge front reaches 1,000 m in previous river effluent zones and 2,000- 2,500 m in other zones |
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