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High-resolution Electrical Resistivity Tomography monitoring of a tracer test in a confined aquifer
Authors:P.B. Wilkinson  P.I. Meldrum  O. Kuras  J.E. Chambers  S.J. Holyoake  R.D. Ogilvy
Affiliation:1. Institute for Applied Geophysics and Geothermal Energy, RWTH Aachen University, Aachen, Germany;2. Earth and Environmental Sciences Area, Lawrence Berkeley National Laboratory, Berkeley, CA, United States;1. Department of Geosciences, Aarhus University, Aarhus, Denmark;2. Department of Environmental Engineering, Technical University of Denmark, Copenhagen, Denmark;3. GEUS—Geological Survey of Denmark and Greenland, Copenhagen, Denmark;1. Agrosphere, IBG-3, Forschungszentrum Jülich, Jülich, 52425, Germany;2. School of GeoSciences, The University of Edinburgh, Edinburgh EH1 2QL, United Kingdom;1. UAPV, UMR 1114 EMMAH, 84000 Avignon, France;2. UPPA FR 2952 IPRA, 64000 Pau, France;1. Geotomo Software, 115 Cangkat Minden Jalan 6, 11700 Gelugor, Penang, Malaysia;2. British Geological Survey, Natural Environment Research Council, Kingsley Dunham Centre, Keyworth, Nottingham NG12 5GG, UK;3. hydroGEOPHYSICS, Inc., 2302 N Forbes Blvd., Tucson AZ 85745, USA
Abstract:A permanent geoelectrical subsurface imaging system has been installed at a contaminated land site to monitor changes in groundwater quality after the completion of a remediation programme. Since the resistivities of earth materials are sensitive to the presence of contaminants and their break-down products, 4-dimensional resistivity imaging can act as a surrogate monitoring technology for tracking and visualising changes in contaminant concentrations at much higher spatial and temporal resolution than manual intrusive investigations. The test site, a municipal car park built on a former gasworks, had been polluted by a range of polycyclic aromatic hydrocarbons and dissolved phase contaminants. It was designated statutory contaminated land under Part IIA of the UK Environmental Protection Act due to the risk of polluting an underlying minor aquifer. Resistivity monitoring zones were established on the boundaries of the site by installing vertical electrode arrays in purpose-drilled boreholes. After a year of monitoring data had been collected, a tracer test was performed to investigate groundwater flow velocity and to demonstrate rapid volumetric monitoring of natural attenuation processes. A saline tracer was injected into the confined aquifer, and its motion and evolution were visualised directly in high-resolution tomographic images in near real-time. Breakthrough curves were calculated from independent resistivity measurements, and the estimated seepage velocities from the monitoring images and the breakthrough curves were found to be in good agreement with each other and with estimates based on the piezometric gradient and assumed material parameters.
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