Elsevier

Journal of Contaminant Hydrology

Volume 165, September 2014, Pages 11-23
Journal of Contaminant Hydrology

Analysis of sources of bulk conductivity change in saturated silica sand after unbuffered TCE oxidation by permanganate

https://doi.org/10.1016/j.jconhyd.2014.07.003Get rights and content

Highlights

  • TCE oxidation increases fluid and bulk electrical conductivity in saturated sand.

  • PHREEQC was used to model changes in pore fluid conductivity from TCE oxidation.

  • Silica sand protonation removed at least 94% of H+-related pore fluid conductivity.

  • PHREEQC underpredicted pore fluid conductivity by 2.1 to 5.5% in saturated sand.

  • Formation factor changes from MnO2 production were not statistically significant.

Abstract

Time lapse resistivity surveys could potentially improve monitoring of permanganate-based in situ chemical oxidation (ISCO) of organic contaminants such as trichloroethene (TCE) by tracking changes in subsurface conductivity that result from injection of permanganate and oxidation of the contaminant. Bulk conductivity and pore fluid conductivity changes during unbuffered TCE oxidation using permanganate are examined through laboratory measurements and conductivity modeling using PHREEQC in fluid samples and porous media samples containing silica sand. In fluid samples, oxidation of one TCE molecule produces three chloride ions and one proton, resulting in an increase in fluid electrical conductivity despite the loss of two permanganate ions in the reaction. However, in saturated sand samples in which up to 8 mM TCE was oxidized, at least 94% of the fluid conductivity associated with the presence of protons was removed within 3 h of sand contact, most likely through protonation of silanol groups found on the surface of the sand grains. Minor conductivity effects most likely associated with pH-dependent reductive dissolution of manganese dioxide were also observed but not accounted for in pore-fluid conductivity modeling. Unaccounted conductivity effects resulted in an under-calculation of post-reaction pore fluid conductivity of 2.1% to 5.5%. Although small increases in the porous media formation factor resulting from precipitation of manganese dioxide were detected (about 3%), these increases could not be confirmed to be statistically significant. Both injection of permanganate and oxidation of TCE cause increases in bulk conductivity that would be detectable through time-lapse resistivity surveys in field conditions.

Introduction

In situ chemical oxidation (ISCO) using permanganate ion (MnO4) has become a common method for degrading organic contaminants such as trichloroethene (TCE) in aquifers (Petri et al., 2011, Schnarr et al., 1998, Thomson et al., 2007). As with any chemical remediation technique, ISCO requires physical contact between the injected media and the contaminant. Aquifer heterogeneity can often influence the subsurface movement of MnO4 and other oxidants, making delivery unpredictable and leading to uneven contaminant removal (Smith et al., 2008). Furthermore, monitoring wells on site may be insufficient in number to adequately track oxidant movement (Halihan et al., 2012).

Electrical resistivity tomography (ERT) offers a possible non-intrusive solution for monitoring MnO4 fate and transport with improved resolution over monitoring wells alone. This method uses an array of electrodes emplaced either at the ground surface or in boreholes to collect resistivity measurements at multiple locations and depths over a period of time (see for instance Kowalsky et al., 2011, Revil et al., 2013). Most commonly, four electrodes are used at a given time, with two injecting a current and the other two measuring the difference in electrical potential. An inversion algorithm is then used to produce a model of the bulk resistivity (or conductivity) distribution below the electrodes or between the wells in the case of cross-hole resistivity tomography. Reviews of the methodologies used to perform ERT measurements and to invert these measurements can be found in Daily et al. (2004) and Revil et al. (2012).

Time-lapse ERT involves the use of different strategies to measure changes in electrical resistivity over time. One common technique is to repeat resistivity surveys multiple times and separately invert the different snapshots and map the conductivity changes among each snapshot. Alternately, using permanent electrode installations, resistivity can be monitored continuously over time with more measurements. Then, rather than inverting individual snapshots, newer inversion algorithms process the data as a whole, regularizing both over space and time (Karaoulis et al., 2011, Karaoulis et al., 2013). This type of inversion can reduce noise and improve recovery of conductivity changes that are correlated with time. Time-lapse ERT has been used to monitor the movement of salt plumes and also to provide flow and transport information in heterogeneous aquifers (Jardani et al., 2013, Kemna et al., 2002, Kemna et al., 2006, Vanderborght et al., 2005). Because permanganate-based ISCO involves injecting ions into the aquifer, time-lapse ERT could potentially be used to track the fate and transport of the injected oxidizing solution.

Although investigators have yet to use improved time-lapse inversion methods to monitor ISCO, a few researchers have used multiple ERT snapshots with independent inversions to locate changes in subsurface resistivity that could be attributed to MnO4 injection (Halihan et al., 2012, Harte et al., 2012, Nyquist et al., 1999). While each study was successful in demonstrating changes in aquifer resistivity after MnO4 injection, certain anomalies appeared that were not explained by the investigators. For instance, after injecting MnO4 to oxidize TCE, Nyquist et al. (1999) were unable to explain why increased conductivity values were observed in certain locations where MnO4 could not be detected in groundwater samples. Harte et al. (2012) also observed increased bulk conductivity in areas where MnO4 could not be detected through groundwater sampling during tetrachloroethene (PCE) oxidation. Additionally, they noted the opposite response in certain locations where they expected MnO4 to be located but where conductivity did not increase.

While these initial studies of ERT use during ISCO with MnO4 demonstrated that significant conductivity changes can be observed, additional work is needed before such measurements can be used for more quantitative observations of MnO4 and contaminant fate and transport. While increased electrode coverage, improved electrode placement, or newer inversion methods would improve the resolution of these measurements, this paper focuses on improving the understanding of subsurface conductivity changes that occur as a result of ISCO when MnO4 is the oxidant. Specifically, this study examines the changes in bulk conductivity that occur in saturated sand from the addition of MnO4, the reaction between MnO4 and TCE, and protonation of the silica sand surface resulting from post-reaction acidity production.

Section snippets

Theoretical background

At circumneutral pH values, the reaction between TCE and MnO4 can be approximated using Eq. (1) (Yan and Schwartz, 2000).C2HCl3TCE+2MnO42MnO2s+2CO2g+3Cl+H+

Initially, one molecule of TCE is oxidized by one MnO4 molecule to one of various carboxylic acids through a cyclic hypomanganate ester intermediate. The second order rate constant for the transformation of TCE to carboxylic acid is 0.65 to 0.68 M 1 s 1 (Yan and Schwartz, 2000). The carboxylic acid is then oxidized by an additional MnO4

Sand preparation

Although most aquifers consist of mixes of sands and clays (in addition to silt and gravel), well-sorted clean sand was chosen as the solid material for porous media samples to investigate the effects of one major aquifer component. Unimin industrial quartz with a nominal #70 mesh size was sieved with a Tyler #80 sieve (0.175 mm openings). The sand was then heated to a temperature of 550 °C for 3 h in order to remove organic matter and subsequently rinsed in a 2-liter glass bottle with deionized

Baseline formation factor and surface charge calculation

Fig. 3 shows formation factor and surface charge calculations for saturated sand samples in which no TCE was added or oxidized. The pH for these samples was between 7.6 and 8.1, a typical range for groundwater. Based on the y-intercept of the fit curve, the surface conductivity was only approximately 6 × 10 4 S/m. This shows that the surface conductivity of the sand is negligible. The formation factor was calculated to be 3.88 ± 0.02 (the margin of error represents the 95% confidence interval).

Manganese dioxide precipitation effects

To

Contributions of processes to conductivity change

The overall effects of MnO4 addition, reaction with TCE, and loss of fluid H+ to silanol protonation are summarized in Fig. 7. The addition of MnO4 causes a measurable increase in both pore fluid and bulk conductivity with the pore fluid to bulk conductivity ratio being the same as the background ratio. The reaction between MnO4 and TCE releases additional ions that increase the pore fluid conductivity despite loss of MnO4; however protonation of silanol removes protons produced by TCE

Conclusion

Multiple processes can influence bulk conductivity measurements during in situ chemical oxidation of TCE using MnO4. This research examines how ion addition through MnO4 injection, ion production through TCE oxidation, porosity change from precipitate production, and loss of produced H+ through protonation of silanol all cause changes in conductivity. By accounting for these processes, it was possible to predict within a reasonable margin of error the bulk conductivity measurement that

Acknowledgments

We thank the NSF IGERT Program for partial funding of this research through a fellowship to R.D. Hort from the Colorado School of Mines SmartGeo Program (Project IGERT: Intelligent Geosystems; DGE-0801692).

References (37)

  • J.W. Murray

    The surface chemistry of hydrous manganese dioxide

    J. Colloid Interface Sci.

    (1974)
  • M. Schnarr et al.

    Laboratory and controlled field experiments using potassium permanganate to remediate trichloroethylene and perchloroethylene DNAPLs in porous media

    J. Contam. Hydrol.

    (1998)
  • G.E. Archie

    The electrical resistivity log as an aid in determining some reservoir characteristics

    Trans. AIME

    (1942)
  • P. Atkins et al.

    Atkins' Physical Chemistry

    (2002)
  • Cole-Parmer

    Chemical compatibility database

  • W. Daily et al.

    Electrical resistance tomography

    Lead. Edge

    (2004)
  • Y. Duval et al.

    Evidence of the existence of three types of species at the quartz–aqueous solution interface at pH 0–10: XPS surface group quantification and surface complexation modeling

    J. Phys. Chem. B

    (2002)
  • A.D. Eaton et al.

    Standard Methods for the Examination of Water and Wastewater

    (2005)
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