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JDR Vol.8 No.1 pp. 81-89
(2013)
doi: 10.20965/jdr.2013.p0081

Survey Report:

Application of Electrical Resistivity Imaging for MeasuringWater Content Distribution on Hillslopes

Yosuke Yamakawa*, Naoya Masaoka**, Ken’ichirou Kosugi**,
Yasuyuki Tada***, and Takahisa Mizuyama**

*Educational Unit for Adaptation to Extreme Weather Conditions (GCOE-ARS Unit), Center for the Promotion of Interdisciplinary Education and Research (C-PIER), Kyoto University, Gokasho, Uji, Kyoto 611-0011, Japan

**Laboratory of Erosion Control, Department of Forest Science, Graduate School of Agriculture, Kyoto University, Oiwake-Cho, Kitashiraka, Sakyo-ku, Kyoto 606-8502, Japan

***Laboratory of Hillslope Conservation, Department of Soil and Water Conservation, Forestry and Forest Products Research Institute, 1 Matsunosato, Tsukuba, Ibaraki 305-8687, Japan

Received:
December 3, 2012
Accepted:
January 5, 2013
Published:
February 1, 2013
Keywords:
ERI (electrical resistivity imaging), soil water content, shallow landslide, Archie���s equation, CPMP (combined penetrometer-moisture probe)
Abstract

Electrical resistivity imaging (ERI) as a method for effectively evaluating soil water content distribution on natural hillslopes was validated by combining ERI technique with the invasive measurement of volumetric water content (θ) using a combined penetrometermoisture probe (CPMP) on a hillslope in a head-water catchment underlain by weathered granite porphyry. There was a reasonable correlation (R2= 0.54) between θ and electrical resistivity (ρ). The correlation between (θ and ρ measured on two natural hillslopes in a head-water catchment underlain by weathered granite in our previous studies was also analyzed, and there was some reasonable correlation (R2= 0.33 to 0.53) between θ and ρ within each slope, indicating the potential of ERI for quantitatively evaluating moisture conditions within soil layers of natural hillslopes based on field-scale calibrations with invasive methods. These θ-ρ datasets were roughly consistent with a common fitted functionalmodel (Archie’s equation) (R2= 0.37), indicating the possibility of quantitatively evaluating θ of soil layer on natural hillslopes using ERI without directly measuring θ using any invasive method, although results still showed the importance of combining invasive methods with ERI and obtaining sitespecified θ-ρ correlation models for providing a more accurate spatial distribution of θ within the soil mantle. Inconsistencies between θ and ρ within datasets may be significantly attributable to not only limitations on spatial resolution of ERI technique related to the issue of representative volumes of the technique and inversion analysis to obtain ρ profiles but also the assumption that soil properties and pore-water resistivity of the entire slope are homogeneous. Using a CPMP as invasive method, detecting heterogeneous θ distribution more accurately than ERI technique, together with ERI is one of the most reasonable ways of effectively quantifying soil water content distribution on natural hillslopes.

Cite this article as:
Yosuke Yamakawa, Naoya Masaoka, Ken’ichirou Kosugi,
Yasuyuki Tada, and Takahisa Mizuyama, “Application of Electrical Resistivity Imaging for MeasuringWater Content Distribution on Hillslopes,” J. Disaster Res., Vol.8, No.1, pp. 81-89, 2013.
Data files:
References
  1. [1] D. R. Montgomery, W. E. Dietrich, R. Torres, S. P. Anderson, J. T. Heffner, and K. Loague, “Hydrologic response of a steep, unchanneled valley to natural and applied rainfall,” Water Resources Research, Vol.33, No.1, pp. 91-109, doi:10.1029/96WR02985, 1997.
  2. [2] T. Uchida, K. Kosugi, and T. Mizuyama, “Effects of pipe flow and bedrock groundwater on runoff generation in a steep headwater catchment in Ashiu, central Japan,” Water Resources Research, Vol.38, No.7, pp. 1119-1133, doi:10.1029/2001WR000261, 2002.
  3. [3] T. Uchida, Y. Asano, N. Ohte, and T. Mizuyama, “Seepage area and rate of bedrock groundwater discharge at a granitic unchanneled hillslope,” Water Resources Research, Vol.39, No.1, doi:10.1029/2002WR001298, 2003.
  4. [4] S. Katsura, K. Kosugi, N. Yamamoto, and T. Mizuyama, “Saturated and unsaturated hydraulic conductivities and water retention characteristics of weathered granitic bedrock,” Vadose Zone Journal, Vol.5, No.1, pp. 35-47, doi:10.2136/vzj2005.0040, 2005.
  5. [5] K. Kosugi, D. Tsutsumi, T. Mizuyama, and S. Hasegawa, “Combined penetrometer-moisture probe for measuring water content distribution in hillslope,” Journal of the Japan Society of Erosion Control Engineering, Vol.57, No.3, pp. 3-13, 2004 (in Japanese, with English abstract).
  6. [6] Y. Yamakawa, K. Kosugi, W. Liang, and T. Mizuyama, “Improvements of the combined penetrometer-moisture probe (CPMP),” Journal of the Japan Society of Erosion Control Engineering, Vol.60, No.3, pp. 34-39, 2007 (in Japanese, with English abstract).
  7. [7] Y. Yamakawa, K. Kosugi, N. Masaoka, Y. Tada, and T. Mizuyama, “Use of a combined penetrometer-moisture probe together with geophysical methods to survey hydrological properties of a natural slope,” Vadose Zone Journal, Vol.9, No.3, pp. 768-779, doi:10.2136/vzj2010.0012, 2010.
  8. [8] N. Masaoka, K. Kosugi, Y. Yamakawa, T. Mizuyama, and D. Tsutsumi, “Application of a combined penetrometer-moisture probe for investigating heterogeneous hydrological properties of a footslope area,” Vadose Zone Journal, Vol.11, No.2, doi:10.2136/vzj2011.0064, 2012.
  9. [9] D. Michot, Y. Benderitter, A. Dorigny, B. Nicoullaud, D. King, and A. Tabbagh, “Spatial and temporal monitoring of soil water content with an irrigated corn crop cover using surface electrical resistivity tomography,” Water Resources Research, Vol.39, No.5, pp. 1138-1158, doi:10.1029/2002WR001581, 2003.
  10. [10] L. Schrott and O. Sass, “Application of field geophysics in geomorphology: Advances and limitations exemplified by case studies,” Geomorphology, Vol.93, Nos.1-2, pp. 55-73, doi:10.1016/j.geomorph.2006.12.024, 2008.
  11. [11] G. Cassiani, A. Godio, S. Stocco, A. Villa, R. Deiana, P. Frattini, and M. Rossi, “Monitoring the hydrologic behaviour of a mountain slope via time-lapse electrical resistivity tomography,” Near Surface Geophysics, Vol.7, Nos.5-6, pp. 475-486, 2009.
  12. [12] Y. Yamakawa , K. Kosugi, S. Katsura, N. Masaoka, and T. Mizuyama, “Spatial and temporal monitoring of water content in weathered granitic bedrock using electrical resistivity imaging,” Vadose Zone Journal, Vol.11, No.1, doi:10.2136/vzj2011.0029, 2012.
  13. [13] G. E. Archie, “The electrical resistivity log as an aid in determining some reservoir characteristics,” Transactions of the American Institute of Mining and Metallurgical Engineers, Vol.146, pp. 54-61, 1942.
  14. [14] G. C. Topp, J. L. Davis, and A. P. Annan, “Electromagnetic determination of soil water content: Measurements in coaxial transmission lines,” Water Resources Research, Vol.16, No.3, pp. 574-582, doi: 10.1029/WR016i003p00574, 1980.
  15. [15] K. Kosugi, Y. Yamakawa, N. Masaoka, and T. Mizuyama, “A combined penetrometer-moisture probe for surveying soil properties of natural hillslopes,” Vadose Zone Journal, Vol.8, No.1, pp. 52-63, doi: 10.2136/vzj2008.0033, 2009.
  16. [16] A. Samouëlian, I. Cousin, A. Tabbagh, A. Bruand, and G. Richard, “Electrical resistivity survey in soil science: A review,” Soil and Tillage Research, Vol.83, No.2, pp. 173-193, 2005.
  17. [17] D. B.Watson,W. E. Doll, T. J. Gamey, J. R. Sheehan, and Philip M. Jardine, “Plume and lithologic profiling with surface resistivity and seismic tomography,” Ground Water, Vol.43, No.2, pp. 169-177, 2005.
  18. [18] C. F. Pearson, P. M. Halleck, P. L. McGuire, R. Hermes, and M. Mathews, “Natural gas hydrate deposits: A review of in situ properties,” The Journal of Physical Chemistry, Vol.87, No.21, pp. 4180-4185, doi:10.1021/j100244a041, 1983.
  19. [19] O. Fasesan, F. Awolusi, and L. R. Heinze, “Analysis of errors in historical use of Archie’s parameters,” Journal of Canadian Petroleum Technology, Vol.46, No.6, pp. 57-61, 2007.
  20. [20] B. F. Schwartz andM. E. Schreiber, “Quantifying potential recharge in mantled sinkholes using ERT,” Ground Water, Vol.47, No.3, pp. 370-381, 2009.
  21. [21] A. J. William and H. Robert (Eds.), “Soil Physics (6th Edition),” Wiley, 2004.
  22. [22] H. W. Patnode and M. R. J. Wyllie, “The presence of conductive solids in reservoir rocks as a factor in electric log interpretation,” Transactions of the American Institute of Mining and Metallurgical Engineers, Vol.189, pp. 47-52. 1950.

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