A tracer test in a shallow heterogeneous aquifer monitored via time-lapse surface electrical resistivity tomography

We illustrate a case study of a saline tracer test in a shallow, highly heterogeneous aquifer, monitored by means of surface time-lapse ERT. The test was aimed at identifying the system’s hydraulic properties. Some of the expected limitations of the method — particularly caused by the strong decrease in ERT resolution with depth — and the consequent problems with mass balance and moment calculation could be partly balanced by the use of direct measurements of groundwater electrical conductivity and tracer concentration at one selected location. The vast heterogeneity of the system, ranging in lithology from clay to gravel at a scale of meters to tens of meters, reflects itself in the tracer migration and distribution over time: The tracer is trapped in the low-permeability regions and from these it is slowly released over time. High-resolution surface ERT proves effective at picturing this system behavior over time. The extreme heterogeneity is also a challenge in the attempt to translate bulk electrical ...

[1]  H. Vereecken,et al.  Potential of electrical resistivity tomography to infer aquifer transport characteristics from tracer studies: A synthetic case study , 2005 .

[2]  H. Vereecken,et al.  Imaging and characterisation of subsurface solute transport using electrical resistivity tomography (ERT) and equivalent transport models , 2002 .

[3]  S. Gorelick,et al.  Hydrogeophysical tracking of three‐dimensional tracer migration: The concept and application of apparent petrophysical relations , 2006 .

[4]  W. Daily,et al.  Electrical resistance tomography experiments at the Oregon Graduate Institute , 1995 .

[5]  Olaf A. Cirpka,et al.  Temporal moments in geoelectrical monitoring of salt tracer experiments , 2008 .

[6]  Andrew Binley,et al.  Applying petrophysical models to radar travel time and electrical resistivity tomograms: Resolution‐dependent limitations , 2005 .

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

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

[9]  E. Sudicky A natural gradient experiment on solute transport in a sand aquifer: Spatial variability of hydraulic conductivity and its role in the dispersion process , 1986 .

[10]  D. A. Barry,et al.  Three-dimensional model for multi-component reactive transport with variable density groundwater flow , 2006, Environ. Model. Softw..

[11]  H. Morrison,et al.  Borehole‐to‐surface electrical resistivity monitoring of a salt water injection experiment , 1991 .

[12]  F. Day‐Lewis,et al.  Assessing the resolution‐dependent utility of tomograms for geostatistics , 2004 .

[13]  P. Sen,et al.  Electrical conduction in clay bearing sandstones at low and high salinities , 1988 .

[14]  W. W. Wood,et al.  Large-Scale Natural Gradient Tracer Test in Sand and Gravel, , 1991 .

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

[16]  Alberto Villa,et al.  An experiment of non‐invasive characterization of the vadose zone via water injection and cross‐hole time‐lapse geophysical monitoring , 2007 .

[17]  J. Nitao,et al.  Electrical resistivity tomography of vadose water movement , 1992 .

[18]  Andrew Binley,et al.  Electrical Imaging of Fractures Using Ground‐Water Salinity Change , 1997 .

[19]  Kamini Singha,et al.  Electrical characterization of non‐Fickian transport in groundwater and hyporheic systems , 2008 .

[20]  A. Binley,et al.  Examination of Solute Transport in an Undisturbed Soil Column Using Electrical Resistance Tomography , 1996 .

[21]  Jens Tronicke,et al.  Hydrogeophysical Case Studies at the Local Scale: The Saturated Zone , 2005 .

[22]  R. Baker,et al.  The application of time-lapse electrical tomography in groundwater studies , 1998 .

[23]  S. Friedman,et al.  Relationships between the Electrical and Hydrogeological Properties of Rocks and Soils , 2005 .

[24]  Andrew Binley,et al.  Electrical resistance tomography. , 2000 .

[25]  Kamini Singha,et al.  Accounting for spatially variable resolution in electrical resistivity tomography through field-scale rock-physics relations , 2006 .

[26]  Kamini Singha,et al.  Geoelectrical inference of mass transfer parameters using temporal moments , 2008 .

[27]  M. H. Waxman,et al.  Electrical Conductivities in Oil-Bearing Shaly Sands , 1968 .

[28]  Alberto Villa,et al.  Calibration of a Vadose Zone Model Using Water Injection Monitored by GPR and Electrical Resistance Tomography , 2008 .

[29]  E. Eric Adams,et al.  Field study of dispersion in a heterogeneous aquifer: 1. Overview and site description , 1992 .

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

[31]  D. Freyberg,et al.  A natural gradient experiment on solute transport in a sand aquifer: 1. Approach and overview of plume movement , 1986 .

[32]  Partha S. Routh,et al.  A field comparison of Fresnel zone and ray-based GPR attenuation-difference tomography for time-lapse imaging of electrically anomalous tracer or contaminant plumes , 2007 .

[33]  A. Englert,et al.  SOLUTE TRANSPORT PROCESSES , 2006 .

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

[35]  A. Binley,et al.  Vadose zone flow model parameterisation using cross-borehole radar and resistivity imaging , 2001 .

[36]  A. Binley,et al.  A saline trace test monitored via time-lapse surface electrical resistivity tomography. , 2006 .

[37]  Kamini Singha,et al.  Effects of spatially variable resolution on field-scale estimates of tracer concentration from electrical inversions using Archie’s law , 2006 .

[38]  Andrew Binley,et al.  Electrical properties of partially saturated sandstones: Novel computational approach with hydrogeophysical applications , 2005 .

[39]  Frederick D. Day-Lewis,et al.  Time‐lapse imaging of saline‐tracer transport in fractured rock using difference‐attenuation radar tomography , 2003 .

[40]  Fred J. Molz,et al.  Performance, Analysis, and Simulation of a Two‐Well Tracer Test at the Mobile Site , 1986 .