Relationship between piezometric level and ground deformations measured by means of DInSAR in the Vega Media of the Segura River (Spain)

Differential SAR Interferometry (DInSAR) is a remote sensing method with the well demonstrated ability to monitor geological hazards like earthquakes, landslides and subsidence. Among all these hazards, subsidence involves the settlement of the ground surface affecting wide areas. Frequently, subsidence is induced by overexploitation of aquifers and constitutes a common problem that affects developed societies. The excessive pumping of underground water decreases the piezometric level in the subsoil and, as a consequence, increases the effective stresses with depth causing a consolidation of the soil column. This consolidation originates a settlement of ground surface that must be withstood by civil structures built on these areas. In this paper we make use of an advanced DInSAR approach - the Coherent Pixels Technique (CPT) [1] - to monitor subsidence induced by aquifer overexploitation in the Vega Media of the Segura River (SE Spain) from 1993 to the present. 28 ERS-1/2 scenes covering a time interval of about 10 years were used to study this phenomenon. The deformation map retrieved with CPT technique shows settlements of up to 80 mm at some points of the studied zone. These values agree with data obtained by means of borehole extensometers, but not with the distribution of damaged buildings, well points and basements, because the occurrence of damages also depends on the structural quality of the buildings and their foundations. The most interesting relationship observed is the one existing between piezometric changes, settlement evolution and local geology. Three main patterns of ground surface and piezometric level behaviour have been distinguished for the study zone during this period: 1) areas where deformation occurs while ground conditions remain altered (recent deformable sediments), 2) areas with no deformation (old and non-deformable materials), and 3) areas where ground deformation mimics piezometric level changes (expansive soils). The temporal relationship between deformation patterns and soil characteristics has been analysed in this work, showing a delay between them. Moreover, this technique has allowed the measurement of ground subsidence for a period (1993-1995) where no instrument information was available.

Reproducibilidad de la batería EPESE de desempeño físico en atención primaria

Objetivo. Estimar la reproducibilidad de tres medidas objetivas de desempeño físico de personas mayores en atención primaria. Diseño. Estudio descriptivo y prospectivo con observación directa de la función física por parte de profesionales de la salud de acuerdo a un protocolo estandarizado. Emplazamiento. Tres centros de atención primaria de las provincias de Alicante y Valencia. Participantes. Muestra de 66 personas de 70 y más años, evaluadas en dos ocasiones por el mismo profesional al objeto de replicar idénticas condiciones del estudio, en un intervalo temporal de dos semanas (mediana de 14 días). Mediciones principales. Se evaluó el funcionamiento físico a través de tres pruebas objetivas de desempeño: el test de equilibrio, el de velocidad de la marcha, y la capacidad para levantarse y sentarse de una silla. Estas medidas provienen de los estudios E PESE (Established Populations for Epidemiologic Studies of the Elderly). Se ha calculado la fiabilidad test-retest mediante el coeficiente de correlación intraclase. Resultados. Los coeficientes de correlación intraclase (CCI) fueron de 0,55 para el test de equilibrio, de 0,69 para el test de levantarse de la silla, y de O, 79 para el de velocidad de la marcha. El valor para la puntuación total de la batería EPESE fue de 0,80. Conclusiones. La reproducibilidad de estas medidas de desempeño es tan aceptable como las aportadas por la bibliografía de referencia. Estas pruebas de desempeño permiten evaluar con rigor cambios importantes en funcionamiento y salud que se producen con el tiempo.