Monitoring freshwater salinization in analog transport models by time-lapse electrical resistivity tomography

Abstract Deep saline aquifers are target formations both for the geological storage of carbon dioxide as well as for geothermal applications. High pressure gradients, resulting from fluid or gas injection processes, provide a potential driving force for the displacement of native formation waters, implicating a potential salinization of shallow freshwater resources. Geoelectrical monitoring techniques are sensitive to compositional changes of groundwater resources, and hence capable to detect salinization processes at an early stage. In this context, numerical simulations and analog modeling can provide a valuable contribution by identifying probable salinization scenarios, and thereby guiding an optimum sensor network layout within the scope of an early warning system. In this study, coupled numerical flow and transport simulations of a laterally uniform salinization scenario were carried out and used to support a subsequent realization in a laboratory sandbox model. During the experiment, electrical resistivity tomography (ERT) was applied in a practical surface–borehole setup in order to determine the spatio-temporal variations of electrical properties influenced by saltwater intrusion. Inversion results of different electrode configurations were evaluated and compared to numerical simulations. With regard to surface–borehole measurements, good results were obtained using crossed bipoles, while regular bipole measurements were more susceptible to noise. Within the scope of a single-hole tomography, the underlying resistivity distribution was best reproduced using the Wenner configuration, which was substantiated by synthetic modeling.

[1]  J. Chambers,et al.  Practical aspects of applied optimized survey design for electrical resistivity tomography , 2012 .

[2]  Jean-Michel Lemieux,et al.  Review: The potential impact of underground geological storage of carbon dioxide in deep saline aquifers on shallow groundwater resources , 2011 .

[3]  Alan G. Green,et al.  Experimental design: Electrical resistivity data sets that provide optimum subsurface information , 2004 .

[4]  L. Jouniaux,et al.  Streaming potential dependence on water-content in Fontainebleau sand , 2010 .

[5]  M. Saar,et al.  Combining geothermal energy capture with geologic carbon dioxide sequestration , 2011 .

[6]  Thomas Hennig,et al.  Object orientated focussing of geoelectrical multielectrode measurements , 2008 .

[7]  S. J. Friedmann,et al.  Water Challenges for Geologic Carbon Capture and Sequestration , 2010, Environmental management.

[8]  Wlodek Tych,et al.  Characterizing solute transport in undisturbed soil cores using electrical and X-ray tomographic methods , 1999 .

[9]  A. Binley,et al.  Flow pathways in porous media: electrical resistance tomography and dye staining image verification , 1996 .

[10]  J. Schön,et al.  Physical Properties of Rocks: Fundamentals and Principles of Petrophysics , 1996 .

[11]  S. Friedel,et al.  Characterization of a coastal aquifer using seismic and geoelectric borehole methods , 2009 .

[12]  Carsten Rücker,et al.  The simulation of finite ERT electrodes using the complete electrode model , 2011 .

[13]  L. Tosi,et al.  Monitoring the saltwater intrusion by time lapse electrical resistivity tomography: The Chioggia test site (Venice Lagoon, Italy) , 2009 .

[14]  Philip I. Meldrum,et al.  Measurement and inversion schemes for single borehole-to-surface electrical resistivity tomography surveys , 2011 .

[15]  Robert Supper,et al.  Geoelectrical imaging of groundwater salinization in the Okavango Delta, Botswana , 2006 .

[16]  Frédéric Nguyen,et al.  Characterization of seawater intrusion using 2D electrical imaging , 2009 .

[17]  Andrew Binley,et al.  Electrical resistance tomography : theory and practice. , 2005 .

[18]  Christophe Geuzaine,et al.  Gmsh: A 3‐D finite element mesh generator with built‐in pre‐ and post‐processing facilities , 2009 .

[19]  G. E. Archie The electrical resistivity log as an aid in determining some reservoir characteristics , 1942 .

[20]  A. Binley,et al.  Cross-hole electrical imaging of a controlled saline tracer injection , 2000 .

[21]  A. Binley,et al.  A 3D ERT study of solute transport in a large experimental tank , 2002 .

[22]  S. Gorelick,et al.  Saline tracer visualized with three‐dimensional electrical resistivity tomography: Field‐scale spatial moment analysis , 2005 .

[23]  Gail Heath,et al.  Spatial focusing of electrical resistivity surveys considering geologic and hydrologic layering , 2007 .

[24]  Hansruedi Maurer,et al.  Geoelectric experimental design — Efficient acquisition and exploitation of complete pole-bipole data sets , 2011 .

[25]  Donald R. F. Harleman,et al.  Dispersion-Permeability Correlation in Porous Media , 1963 .

[26]  K. Pruess,et al.  TOUGH2-A General-Purpose Numerical Simulator for Multiphase Fluid and Heat Flow , 1991 .

[27]  K. Pruess,et al.  Enhanced geothermal systems (EGS) with CO2 as heat transmission fluid--A scheme for combining recovery of renewable energy with geologic storage of CO2 , 2010 .

[28]  Stéphane Garambois,et al.  First laboratory measurements of seismo‐magnetic conversions in fluid‐filled Fontainebleau sand , 2006 .

[29]  K. Pruess ECO2N: A TOUGH2 Fluid Property Module for Mixtures of Water, NaCl, and CO2 , 2005 .

[30]  Andrew Binley,et al.  A saline tracer test monitored via both surface and cross-borehole electrical resistivity tomography: Comparison of time-lapse results , 2012 .

[31]  W. Daily,et al.  The effects of noise on Occam's inversion of resistivity tomography data , 1996 .

[32]  Toby Aiken,et al.  Geological storage of CO2 in saline aquifers—A review of the experience from existing storage operations , 2010 .

[33]  A. Binley,et al.  DC Resistivity and Induced Polarization Methods , 2005 .

[34]  H. E. Hudson,et al.  FUNDAMENTAL FACTORS GOVERNING THE STREAMLINE FLOW OF WATER THROUGH SAND [with DISCUSSION] , 1933 .

[35]  A. Binley,et al.  Quantitative imaging of solute transport in an unsaturated and undisturbed soil monolith with 3‐D ERT and TDR , 2008 .