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Published online 26 May 2006
Published in Vadose Zone J 5:731-741 (2006)
DOI: 10.2136/vzj2005.0107
© 2006 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
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Dependence of the Electrical Conductivity on Saturation in Real Porous Media

R. P. Ewinga,* and A. G. Huntb

a Dep. of Agronomy, Iowa State Univ., Ames, IA 50011
b Dep. of Physics and Dep. of Geology, Wright State Univ., Dayton, OH 45435


Figure 1
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Fig. 1. Comparison of the data and equation of Rhoades et al. (1976) and a percolation-based formulation. The two equations produce similar curves when plotted with (a) linear axes; differences are clearer in (b) logarithmic space. ({theta}, volumetric water content; {theta}c, critical water content; {sigma}, electrical conductivity; {sigma}b, bulk solution electrical conductivity; µ, universal scaling exponent for conductivity.)

 

Figure 2
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Fig. 2. Plot of the {phi}D (porosity–fractal dimension) plane showing regions of validity for percolation scaling, using the criterion cross-over water content {theta}x ≥ 0.9{phi}. Below the electrical conductivity, {sigma}({theta}), lines, scaling is valid for electrical conductivity; below the hydraulic conductivity, K({theta}), line, scaling is valid for hydraulic conductivity. Blue lines represent the criteria in Eq. [18] and [19]; red represent the Balberg (1987) formulation.

 

Figure 3
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Fig. 3. Values of the conductivity exponent µ* calculated across a moving range of water contents {Delta}{theta} = 0.01 for the given porosity {phi} and several values of the pore space fractal dimension D. Data following one of these curves could be interpreted as having a nonuniversal value of µ*.

 

Figure 4
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Fig. 4. Values of the conductivity exponent µ* calculated across a moving range of water contents {Delta}{theta} = 0.01 for the given porosity {phi} and two values of the pore space fractal dimension D, for cases where the critical water content ({theta}c) is underestimated, correct, and overestimated.

 

Figure 5
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Fig. 5. Comparison of data on electric conductivity as a function of water content, {sigma}({theta}), from Binley et al. (2001, 2002) with Eq. [20] and model results of Cassiani et al. (2005).

 

Figure 6
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Fig. 6. Direct comparison of measured and predicted electrical conductivity ({sigma}) values for the data in Fig. 5.

 

Figure 7
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Fig. 7. Electrical conductivity ({sigma}) of unsaturated silica sand at different solution contents ({theta}) and conductivities.

 

Figure 8
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Fig. 8. Comparison of data with zero-parameter predictions of electrical conductivity ({sigma}) of silica sand at various water contents ({theta}), after subtracting the solid-phase electrical conductivity ({sigma}s).

 

Figure 9
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Fig. 9. Predicted and measured electrical conductivity ({sigma}) as a function of water content ({theta}) in tuff, using both deionized water (DW) and a standard solution (J-13).

 

Figure 10
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Fig. 10. Comparison of predicted with measured electrical conductivity ({sigma}) in loessial soils.

 

Figure 11
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Fig. 11. Comparison of predicted with measured electrical conductivity ({sigma}) in four soils.

 

Figure 12
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Fig. 12. Comparison of predicted with measured electrical conductivity ({sigma}) in soils presented by Mori et al. (2003, labeled MHMK2003) and Tuli and Hopmans (2004, labeled TH2004) at different bulk solution ({sigma}b) values.

 

Figure 13
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Fig. 13. Triplicate electrical conductivity ({sigma}) as a function of water content ({theta}) with predicted values based on the assumption of non-zero contact resistance (Eq. [22]).

 

Figure 14
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Fig. 14. Summary plot of all the data sets presented in Table 1, showing consistent adherence to the predicted behavior. For all data sets, water content ({theta}) was normalized by subtracting its critical value ({theta}c), and electrical conductivity ({sigma}) was normalized by subtracting the solid-phase contribution ({sigma}s), then dividing by {sigma}0 (the prefactor from Eq. [5]) to account for brine activity. Data follow the line given by the universal conductivity exponent µ.

 





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