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The DRASTIC-Sg model: an extension to the DRASTIC approach for mapping groundwater vulnerability in aquifers subject to differential land subsidence,with application to Mexico City
Authors:Antonio Hernández-Espriú  J Antonio Reyna-Gutiérrez  Emilio Sánchez-León  Enrique Cabral-Cano  Jaime Carrera-Hernández  Pedro Martínez-Santos  Sergio Macías-Medrano  Giacomo Falorni  Davide Colombo
Institution:1. Hydrogeology Group, Earth Sciences Division, Faculty of Engineering, Universidad Nacional Autónoma de México (UNAM), Ciudad Universitaria, México, DF, 04360, Mexico
2. Department of Environmental Engineering, Danmarks Tekniske Universitet, Kongens Lyngby, Denmark
3. Center for Applied Geoscience, Eberhard Karls Universit?t Tübingen, Tübingen, Germany
4. Department of Geomagnetism and Exploration, Institute of Geophysics, Universidad Nacional Autónoma de México, Mexico City, Mexico
5. Centro de Geociencias, Universidad Nacional Autónoma de México, Juriquilla, Querétaro, Mexico
6. Department of Geodynamics, Faculty of Geological Sciences, Universidad Complutense de Madrid, Madrid, Spain
7. TRE Canada Inc., Vancouver, BC, Canada
8. Tele-Rilevamento Europa T.R.E. s.r.l., Milan, Italy
Abstract:Mexico City relies on groundwater for most of its domestic supply. Over the years, intensive pumping has led to significant drawdowns and, subsequently, to severe land subsidence. Tensile cracks have also developed or reactivated as a result. All such processes cause damage to urban infrastructure, increasing the risk of spills and favoring contaminant propagation into the aquifer. The effects of ground deformation are frequently ignored in groundwater vulnerability studies, but can be relevant in subsiding cities. This report presents an extension to the DRASTIC methodology, named DRASTIC-Sg, which focuses on evaluating groundwater vulnerability in urban aquifers affected by differential subsidence. A subsidence parameter is developed to represent the ground deformation gradient (Sg), and then used to depict areas where damage risk to urban infrastructure is higher due to fracture propagation. Space-geodetic SqueeSAR data and global positioning system (GPS) validation were used to evaluate subsidence rates and gradients, integrating hydrogeological and geomechanical variables into a GIS environment. Results show that classic DRASTIC approaches may underestimate groundwater vulnerability in settings such as the one at hand. Hence, it is concluded that the Sg parameter is a welcome contribution to develop reliable vulnerability assessments in subsiding basins.
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