An experiment of non‐invasive characterization of the vadose zone via water injection and cross‐hole time‐lapse geophysical monitoring

The characterization of the vadose zone, i.e. the part of the subsurface above the water table, is a challenging task. This zone is difficult to access with direct methods without causing major disturbance to the natural in-situ conditions. Hence the increasing use of geophysical methods capable of imaging the water presence in the vadose zone, such as ground-penetrating radar (GPR) and electrical resistivity tomography (ERT). This type of monitoring can be applied both to processes of natural infiltration and to artificial injection (tracer) tests, by collecting multiple data sets through time (time-lapse mode). We present the results of a water-injection experiment conducted at a test site in Gorgonzola, east of Milan (Italy). The site is characterized by Quaternary sand and gravel sediments that house an extensive unconfined aquifer, potentially subject to pollution from industrial and agricultural sources. ERT and GPR profiles were acquired in 2D cross-hole configuration and time-lapse mode over a period of several days preceding and following the injection of 3.5 m 3 of fresh water in a purpose-excavated trench. A 3D model of the water-infiltration experiment was calibrated against the time-lapse cross-hole data, particularly focusing on the ability of the model to reproduce the vertical motion of the centre of mass of the injected water as imaged by GPR and ERT. This model calibration provided an estimate of the isotropic hydraulic conductivity of the sediments in the range of 5–10 m/d. However, all isotropic models overpredict the measured excess of moisture content, caused by water injection, as imaged by GPR. The calibration of anisotropic models for the vertical hydraulic conductivity, with the horizontal hydraulic conductivity determined by direct measurement, also leads to a good fit of the sinking of the centre of mass, with a better mass balance in comparison with field data. The information derived from the experiment is key to a quantitative assessment of aquifer vulnerability to pollutants infiltrating from the surface.

[1]  Zhou Bing,et al.  Cross‐hole resistivity tomography using different electrode configurations , 2000 .

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

[3]  A. P. Annan GPR Methods for Hydrogeological Studies , 2005 .

[4]  J. Currie Soil Water , 1969, Nature.

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

[6]  M. Eppstein,et al.  Efficient three‐dimensional data inversion: Soil characterization and moisture Monitoring from cross‐well ground‐penetrating radar at a Vermont Test Site , 1998 .

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

[8]  Stephen K. Park Fluid migration in the vadose zone from 3-D inversion of resistivity monitoring data , 1998 .

[9]  David P. Lesmes,et al.  Electrical‐hydraulic relationships observed for unconsolidated sediments , 2002 .

[10]  Andrew Binley,et al.  Electrical imaging of saline tracer migration for the investigation of unsaturated zone transport mechanisms. , 1997 .

[11]  David L. Alumbaugh,et al.  Estimating moisture contents in the vadose zone using cross‐borehole ground penetrating radar: A study of accuracy and repeatability , 2002 .

[12]  Gerard B. M. Heuvelink,et al.  Mapping spatial variation in surface soil water content: comparison of ground-penetrating radar and time domain reflectometry , 2002 .

[13]  Johan Alexander Huisman,et al.  Measuring soil water content with ground penetrating radar , 2003 .

[14]  A. P. Annan,et al.  Measuring Soil Water Content with Ground Penetrating Radar: A Review , 2003 .

[15]  C. Strobbia,et al.  Vertical Radar Profiles for the Characterization of Deep Vadose Zones , 2004 .

[16]  A. Binley,et al.  Geophysical investigation of unsaturated zone transport in the Chalk in Yorkshire , 1999, Quarterly Journal of Engineering Geology.

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

[18]  A. Binley,et al.  Detection of leaks in underground storage tanks using electrical resistance methods. , 1996 .

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

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

[21]  P. Frattini,et al.  Monitoring of hydrological hillslope processes via time-lapse ground-penetrating radar guided waves , 2006 .

[22]  Thomas A. Buscheck,et al.  Hydrological properties of Topopah Spring tuff: Laboratory measurements , 1987 .

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

[24]  A. Binley,et al.  Monitoring snowmelt induced unsaturated flow and transport using electrical resistivity tomography , 2002 .

[25]  Andrew Binley,et al.  High‐resolution characterization of vadose zone dynamics using cross‐borehole radar , 2001 .

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

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

[28]  Andrew Binley,et al.  Remote Monitoring of Leaks in Storage Tanks using Electrical Resistance Tomography: Application at the Hanford Site , 2004 .

[29]  Rosemary Knight,et al.  Determining water content and saturation from dielectric measurements in layered materials , 1999 .

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

[31]  J. J. Peterson Pre-inversion Corrections and Analysis of Radar Tomographic Data , 2001 .

[32]  A. Binley,et al.  Seasonal variation of moisture content in unsaturated sandstone inferred from borehole radar and resistivity profiles. , 2002 .

[33]  Dale F. Rucker,et al.  Correcting Water Content Measurement Errors Associated with Critically Refracted First Arrivals on Zero Offset Profiling Borehole Ground Penetrating Radar Profiles , 2004 .

[34]  Susan S. Hubbard,et al.  Field‐scale estimation of volumetric water content using ground‐penetrating radar ground wave techniques , 2003 .

[35]  Hannes Flühler,et al.  SUSCEPTIBILITY OF SOILS TO PREFERENTIAL FLOW OF WATER : A FIELD STUDY , 1994 .

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

[37]  R. Knight,et al.  Effect of antennas on velocity estimates obtained from crosshole GPR data , 2005 .

[38]  A. P. Annan,et al.  Electromagnetic determination of soil water content: Measurements in coaxial transmission lines , 1980 .

[39]  R. A. Overmeeren,et al.  Ground penetrating radar for determining volumetric soil water content ; results of comparative measurements at two test sites , 1997 .

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

[41]  Tamaz Chelidze,et al.  Electrical spectroscopy of porous rocks: a review—I. Theoretical models , 1999 .

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

[43]  David R. Richards,et al.  FEMWATER: A Three-Dimensional Finite Element Computer Model for Simulating Density-Dependent Flow and Transport in Variably Saturated Media. , 1997 .

[44]  Douglas LaBrecque,et al.  Difference Inversion of ERT Data: a Fast Inversion Method for 3-D In Situ Monitoring , 2001 .

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

[46]  Andrew Binley,et al.  Modeling unsaturated flow in a layered formation under quasi-steady state conditions using geophysical data constraints , 2005 .

[47]  R. Parker,et al.  Occam's inversion; a practical algorithm for generating smooth models from electromagnetic sounding data , 1987 .

[48]  A. Binley,et al.  Unsaturated zone processes , 2006 .

[49]  Jeffrey W. Roberts,et al.  Estimation of permeable pathways and water content using tomographic radar data , 1997 .

[50]  Daryl R. Tweeton,et al.  MIGRATOM : geophysical tomography using wavefront migration and fuzzy constraints , 1994 .

[51]  Barry J. Allred,et al.  Hydrogeophysical Case Studies in the Vadose Zone , 2005 .

[52]  T. Chelidze,et al.  Electrical spectroscopy of porous rocks: a review—II. Experimental results and interpretation , 1999 .

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

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

[55]  R. Schulin,et al.  Calibration of time domain reflectometry for water content measurement using a composite dielectric approach , 1990 .

[56]  W. Bouten,et al.  Soil water content measurements at different scales: accuracy of time domain reflectometry and ground-penetrating radar , 2001 .