2018
DOI: 10.1093/gji/ggy391
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An analytical effective excess charge density model to predict the streaming potential generated by unsaturated flow

Abstract: The self-potential (SP) method is a passive geophysical method that relies on the measurement of naturally occurring electrical field. One of the contributions to the SP signal is the streaming potential, which is of particular interest in hydrogeophysics as it is directly related to both the water flow and porous medium properties. The streaming current is generated by the relative displacement of an excess of electrical charges located in the electrical double layer surrounding the minerals of the porous med… Show more

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Cited by 25 publications
(45 citation statements)
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“…In order to propose an analytical solution for equation (16), Guarracino and Jougnot (2018) consider the Debye-Hückel approximation, an usual way to derive analytically the distribution of the local electrical potential (e.g., Guarracino & Jougnot, 2018;Jougnot et al, 2012Jougnot et al, , 2015Soldi et al, 2019). This approximation is an accurate solution of the Poisson-Boltzmann equation (equation (12)) for low local electrical potentials, that is, | | ≪ (k B T)∕|q i | ≃ 25.7 mV (for T = 298 K) and monovalent ions.…”
Section: Ek Coupling At the Pore Scalementioning
confidence: 99%
See 1 more Smart Citation
“…In order to propose an analytical solution for equation (16), Guarracino and Jougnot (2018) consider the Debye-Hückel approximation, an usual way to derive analytically the distribution of the local electrical potential (e.g., Guarracino & Jougnot, 2018;Jougnot et al, 2012Jougnot et al, , 2015Soldi et al, 2019). This approximation is an accurate solution of the Poisson-Boltzmann equation (equation (12)) for low local electrical potentials, that is, | | ≪ (k B T)∕|q i | ≃ 25.7 mV (for T = 298 K) and monovalent ions.…”
Section: Ek Coupling At the Pore Scalementioning
confidence: 99%
“…Guarracino and Jougnot's () model performs very well with different SP data sets from laboratory measurements (Glover & Déry, ; Pengra et al, ). Note that Soldi et al () propose an extension of this model to partially saturated conditions.…”
Section: Introductionmentioning
confidence: 99%
“…Whereas all of these components depend on the water saturation, the behaviour of each one is different. The behaviour of the first two components under unsaturated conditions has been studied for decades (e.g., Archie et al, 1942;Waxman and Smits, 1968;Mualem, 1986;Lenhard and Parker, 1987), nevertheless, how the effective excess charge density varies with saturation is a current theme of study that requires more development (e.g., Jougnot et al, 2012;Revil, 2017;Thanh et al, 2018;Soldi et al, 2019).…”
Section: Introductionmentioning
confidence: 99%
“…where R [m] is the capillary size, f D [−] is the equivalent pore-size distribution function inferred from hydrodynamic parameters (i.e., van Genuchten parameters and permeability k), and v R [m/s] is the mean pore-water velocity for a given capillary radius. This approach is more complex than Equation (10) but better describes SP amplitudes in natural media over a large range of saturations in which b Q v can increase multiple orders of magnitude as saturation decreases (Jougnot et al, 2012(Jougnot et al, , 2015Soldi, Jougnot, & Guarracino, 2019;Zhang, Vinogradov, Leinov, & Jackson, 2017). Given the large variation in saturation observed during the period of data collection in this work, we use Once b Q v S w ð Þ is defined, the streaming-current term of water movement in variable saturated conditions can be written:…”
Section: Sp Backgroundmentioning
confidence: 99%
“…The soil‐specific effective excess charge is then calculated by integrating the effective excess charge of saturated capillaries for given pore‐size distribution: Qtruêv()Sw=RminRSwQtruêvR()Rv()RfD()RitalicdRRminRSwv()RfD()RitalicdR, where R [m] is the capillary size, f D [−] is the equivalent pore‐size distribution function inferred from hydrodynamic parameters (i.e., van Genuchten parameters and permeability k ), and v R [m/s] is the mean pore‐water velocity for a given capillary radius. This approach is more complex than Equation but better describes SP amplitudes in natural media over a large range of saturations in which Qtruêv can increase multiple orders of magnitude as saturation decreases (Jougnot et al, , ; Soldi, Jougnot, & Guarracino, ; Zhang, Vinogradov, Leinov, & Jackson, ). Given the large variation in saturation observed during the period of data collection in this work, we use the Jougnot et al () relative permeability flux‐averaging approach in this work (Figure ).…”
Section: Introductionmentioning
confidence: 99%