Improving resistivity survey resolution at sites with limited spatial extent using buried electrode arrays

Kiflu, H.; Kruse, S.; Loke, M.H.; Wilkinson, P.B.; Harro, D.. 2016 Improving resistivity survey resolution at sites with limited spatial extent using buried electrode arrays. Journal of Applied Geophysics, 135. 338-355. https://doi.org/10.1016/j.jappgeo.2016.10.011

Before downloading, please read NORA policies.

Preview

Text
post_print.pdf - Accepted Version
Download (7MB) | Preview

Official URL: http://dx.doi.org/10.1016/j.jappgeo.2016.10.011

Abstract/Summary

Electrical resistivity tomography (ERT) surveys are widely used in geological, environmental and engineering studies. However, the effectiveness of surface ERT surveys is limited by decreasing resolution with depth and near the ends of the survey line. Increasing the array length will increase depth of investigation, but may not be possible at urban sites where access is limited. One novel method of addressing these limitations while maintaining lateral coverage is to install an array of deep electrodes. Referred to here as the Multi-Electrode Resistivity Implant Technique (MERIT), self-driving pointed electrodes are implanted at depth below each surface electrode in an array, using direct-push technology. Optimal sequences of readings have been identified with the “Compare R” method of Wilkinson. Numerical, laboratory, and field case studies are applied to examine the effectiveness of the MERIT method, particularly for use in covered karst terrain. In the field case studies, resistivity images are compared against subsurface structure defined from borings, GPR surveys, and knowledge of prior land use. In karst terrain where limestone has a clay overburden, traditional surface resistivity methods suffer from lack of current penetration through the shallow clay layer. In these settings, the MERIT method is found to improve resolution of features between the surface and buried array, as well as increasing depth of penetration and enhancing imaging capabilities at the array ends. The method functions similar to a cross-borehole array between horizontal boreholes, and suffers from limitations common to borehole arrays. Inversion artifacts are common at depths close to the buried array, and because some readings involve high geometric factors, inversions are more susceptible to noise than traditional surface arrays. Results are improved by using errors from reciprocal measurements to weight the data during the inversion.

Item Type:	Publication - Article
Digital Object Identifier (DOI):	https://doi.org/10.1016/j.jappgeo.2016.10.011
ISSN:	09269851
Date made live:	13 Feb 2017 14:55 +0 (UTC)
URI:	https://nora.nerc.ac.uk/id/eprint/516183

Item Type:

Publication - Article

Digital Object Identifier (DOI):

https://doi.org/10.1016/j.jappgeo.2016.10.011

ISSN:

09269851

Date made live:

13 Feb 2017 14:55 +0 (UTC)

URI:

https://nora.nerc.ac.uk/id/eprint/516183