Validez de los resultados obtenidos a partir de las soluciones analíticas de Theis y Cooper-Jacob en ensayos de bombeo realizados en acuíferos costeros

Two pumping tests were performed in the unconfined detrital Motril-Salobreña aquifer in a 250 metre-deep artesian well 300 m from the coastline containing both freshwater and saltwater. The two observation wells where the drawdowns are measured record the influence of tidal fluctuations and a high v...

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Detalles Bibliográficos
Autores: Calvache Quesada, María Luisa, Sánchez Úbeda, Juan Pedro, Duque, Carlos, López Chicano, Manuel, Torre Martínez, Beatriz de la
Tipo de recurso: artículo
Fecha de publicación:2016
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:10272/13579
Acceso en línea:http://hdl.handle.net/10272/13579
Access Level:acceso abierto
Palabra clave:Pumping test
Coastal aquifer
Vertical heterogeneity
Theis solution
Cooper-Jacob solution
Ensayo de bombeo
Acuífero costero
Heterogeneidad vertical
Theis
Cooper-Jacob
Descripción
Sumario:Two pumping tests were performed in the unconfined detrital Motril-Salobreña aquifer in a 250 metre-deep artesian well 300 m from the coastline containing both freshwater and saltwater. The two observation wells where the drawdowns are measured record the influence of tidal fluctuations and a high vertical heterogeneity in the aquifer. The Theis and Cooper-Jacob approaches give average T and S values of 1,460 m2/d and 0.027, respectively. Numerical modelling in a synthetic model was applied to analyse the sensitivity of the Theis and Cooper-Jacob approaches to the usual boundary conditions in coastal aquifers. The T and S values calculated from the numerical modelling drawdowns indicate that the regional flow, variable pumping flows, and tidal effect produce an error of under 10% in results obtained with classic methods. Fluids of different density (freshwater and saltwater) cause an error of 20% in estimating T and of over 100% in calculating S. The factor most affecting T and S results in the pumping test interpretation is vertical heterogeneity in sediments, which can produce errors of over 100% in both parameters