A quasi-elastic aquifer deformational behavior: Madrid aquifer case study

被引:56
作者
Ezquerro, Pablo [1 ,2 ,3 ,6 ]
Herrera, Gerardo [2 ,3 ,4 ,5 ,6 ]
Marchamalo, Miguel [1 ,2 ,3 ,6 ]
Tomas, Roberto [4 ,6 ,7 ]
Bejar-Pizarro, Marta [2 ,3 ,4 ,6 ]
Martinez, Ruben [1 ,6 ]
机构
[1] Tech Univ Madrid, Lab Topog & Geomat, ETSI Caminos, Madrid 28040, Spain
[2] Geol Survey Spain IGME, Geosci Res Dept, Geohazards InSAR Lab, E-28003 Madrid, Spain
[3] Geol Survey Spain IGME, Geosci Res Dept, Modeling Grp InSARlab, E-28003 Madrid, Spain
[4] Univ Alicante, Movimientos Terreno Mediante Interferometria Rada, Unidad Asociada Invest IGME UA, E-03080 Alicante, Spain
[5] Geol Surveys Europe, EuroGeoSurveys, Earth Observat & Geohazards Expert Grp EOEG, B-1000 Brussels, Belgium
[6] UNESCO, Grp Espanol Trabajo Subsidencia Terreno SUBTER, Madrid, Spain
[7] Univ Alicante, Escuela Politecn Super, Dept Ingn Civil, E-03080 Alicante, Spain
关键词
DInSAR; Subsidence; Uplift; PSI; Elastic behavior; Monitoring; DIFFERENTIAL SAR INTERFEROMETRY; GROUND SUBSIDENCE PHENOMENA; ONE-DIMENSIONAL SIMULATION; LAND SUBSIDENCE; PERMANENT SCATTERERS; NUMERICAL-SIMULATION; SYSTEM COMPACTION; VEGA MEDIA; OVEREXPLOITATION; CALIFORNIA;
D O I
10.1016/j.jhydrol.2014.08.040
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The purpose of this paper is to analyze the quasi-elastic deformational behavior that has been induced by groundwater withdrawal of the Tertiary detrital aquifer of Madrid (Spain). The spatial and temporal evolution of ground surface displacement was estimated by processing two datasets of radar satellite images (SAR) using Persistent Scatterer Interferometry (PSI). The first SAR dataset was acquired between April 1992 and November 2000 by ERS-1 and ERS-2 satellites, and the second one by the ENVISAT satellite between August 2002 and September 2010. The spatial distribution of PSI measurements reveals that the magnitude of the displacement increases gradually towards the center of the well field area, where approximately 80 mm of maximum cumulated displacement is registered. The correlation analysis made between displacement and piezometric time series provides a correlation coefficient greater than 85% for all the wells. The elastic and inelastic components of measured displacements were separated, observing that the elastic component is, on average, more than 4 times the inelastic component for the studied period. Moreover, the hysteresis loops on the stress-strain plots indicate that the response is in the elastic range. These results demonstrate the quasi-elastic behavior of the aquifer. During the aquifer recovery phase ground surface uplift almost recovers from the subsidence experienced during the preceding extraction phase. Taking into account this unique aquifer system, a one dimensional elastic model was calibrated in the period 1997-2000. Subsequently, the model was used to predict the ground surface movements during the period 1992-2010. Modeled displacements were validated with PSI displacement measurements, exhibiting an error of 13% on average, related with the inelastic component of deformation occurring as a long-term trend in low permeability fine-grained units. This result further demonstrates the quasi-elastic deformational behavior of this unique aquifer system. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:1192 / 1204
页数:13
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