Monitoring the hydrologic behaviour of a mountain slope via time-lapse electrical resistivity tomography

Catchment and hillslope hydrology is a major research area in geoscience and the understanding of its underlying processes is still poor. Direct investigation of steep hillslopes via drilling is often infeasible. In this paper, we present the results of non-invasive time-lapse monitoring of a controlled infiltration test at a site in the Italian Central Alps. The hillslope considered is steep (30–35°), covered with grass and a soil layer 1–1.5 m thick above a variably fractured metamorphic bedrock. The key hydrologic question is whether rainfall infiltrates mainly into the underlying fractured bedrock, thus recharging a deeper hydraulic system, or flows in the soil layer as interflow towards the stream channel a few hundred metres downhill. In order to respond to this question, we applied 2200 mm of artificial rain on a 2 m × 2 m slope box over about 18 hours. We estimated the effective infiltration by subtracting the measured runoff (7% of total). Due to the limited irrigation time and the climate conditions, the evapotranspiration was considered as negligible. The soil moisture variation and the underlying bedrock were monitored via a combination of electrical resistivity tomography (ERT), TDR probes and tensiometers. A small-scale 3D cross-hole ERT experiment was performed using 2 m deep boreholes purposely drilled and completed with electrodes in the irrigated plot. A larger scale (35 m long) 2D surface ERT survey was also continuously acquired across the irrigated area. Monitoring continued up to 10 days after the experiment. As a result, we observed a very fast vertical infiltration through the soil cover, also favoured by preferential flow patterns, immediately followed by infiltration into the fractured bedrock. The surface layer showed a fast recovery of initial moisture condition nearly completed in the first 12 hours after the end of irrigation. The lateral transmission of infiltrating water and runoff were negligible as compared to the vertical infiltration. These experiment results confirm that the fractured bedrock has a key role in controlling the fast hydrological dynamics of the small catchment system under study. We concluded that deep water circulation is the key pathway to hillslope processes at this site.important

[1]  Gedeon Dagan,et al.  Transport of kinetically sorbing solute by steady random velocity in heterogeneous porous formations , 1994, Journal of Fluid Mechanics.

[2]  Yanzhong Luo,et al.  Theory and Application of Spectral Induced Polarization , 1998 .

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

[4]  Enrico Bertuzzo,et al.  Transport at basin scales: 1. Theoretical framework , 2005 .

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

[6]  J. McDonnell,et al.  A Case Study of Shallow Flow Paths in a Steep Zero-Order Basin , 1991 .

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

[8]  Tracing Hydrologic Pathways Using Chloride at the Panola Mountain Research Watershed, Georgia, USA , 1998 .

[9]  J. Kirchner,et al.  Fractal stream chemistry and its implications for contaminant transport in catchments , 2000, Nature.

[10]  G. Destouni,et al.  Solute transport through a heterogeneous coupled vadose‐saturated zone system with temporally random rainfall , 2001 .

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

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

[13]  J. Kirchner A double paradox in catchment hydrology and geochemistry , 2003 .

[14]  I. Rodríguez‐Iturbe,et al.  The geomorphologic structure of hydrologic response , 1979 .

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

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

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

[18]  P. Maloszewski,et al.  DETERMINING THE TURNOVER TIME OF GROUNDWATER SYSTEMS WITH THE AID OF ENVIRONMENTAL TRACERS 1. Models and Their Applicability , 1982 .

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

[20]  Jeffrey J. McDonnell,et al.  Testing nutrient flushing hypotheses at the hillslope scale: A virtual experiment approach , 2006 .

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

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

[23]  James P. McNamara,et al.  Application of time-lapse ERT imaging to watershed characterization , 2008 .

[24]  Takahisa Mizuyama,et al.  Anomalous behavior of soil mantle groundwater demonstrates the major effects of bedrock groundwater on surface hydrological processes , 2008 .

[25]  Andrea Rinaldo,et al.  GEOMORPHOLOGICAL THEORY OF THE HYDROLOGICAL RESPONSE , 1996 .

[26]  Koichi Suzuki,et al.  Groundwater flow after heavy rain in landslide-slope area from 2-D inversion of resistivity monitoring data , 2001 .

[27]  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 .

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

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

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

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

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

[33]  Rita Deiana,et al.  Vertical radar profiling for the assessment of landfill capping effectiveness , 2008 .

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

[35]  J. McDonnell,et al.  Base cation concentrations in subsurface flow from a forested hillslope: The role of flushing frequency , 1998 .

[36]  Alan G. Green,et al.  Properties of surface waveguides derived from separate and joint inversion of dispersive TE and TM GPR data , 2006 .

[37]  Giorgio Cassiani,et al.  Multilayer ground-penetrating radar guided waves in shallow soil layers for estimating soil water content , 2007 .

[38]  Paul W. J. Glover,et al.  A modified Archie’s law for two conducting phases , 2000 .

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