Instrumental monitoring of the subsidence due to groundwater withdrawal in the city of Murcia (Spain)

Abstract

This paper presents the results of investigations of the generalized subsidence occurring in and around the city of Murcia, Spain. Based on this research, this is the first integrated investigation of its type performed in Spain. The phenomenon of ground consolidation in the city of Murcia leads to the appearance of severe cracking and settlement in buildings. Subsidence is the result of two factors: on the one hand, the nature of the ground in this area, as it is made of recent deposits of clay and soft limes filled in with clay–lime backfills in the top layers. On the other hand, the increase in groundwater withdrawal during the 1992–95 drought led to a decrease in the water level of a magnitude never before recorded in the city. The risk prevention management suggested convenience of the installation of a measurement network to study and follow the phenomena of the subsidence to quantify it and to calibrate this theoretical model. This network is composed of extensometers and piezometers, the best devices to measure moderate ground movements, which is the case of Murcia. The first phase (Phase I) of this study of ground settlement in the metropolitan area of Murcia involved the installation of a network with 22 extensometers and taking the first measurement series. In a second phase (Phase II), during a period of 4 years, measurements with extensometers were performed to make the analysis and calibration of the theoretical model. Experience and data analysis showed the convenience of installation of new control points with an incremental extensometer and a piezometer in close position with the aim of precisely correlating piezometric levels with the observed subsidence. The third phase (Phase III) started in 2007, a new control technique, based on radar interferometry (InSAR), is being employed to provide information about subsidence in areas not previously monitored.