Estimating biofuel contaminant concentration from 4D ERT with mixing models
Introduction
Ethanol is a preferentially biodegraded compound and therefore delays the natural attenuation of other contaminants including the harmful BTEX compounds: benzene, ethyl-benzene, toluene, and xylenes (Caprio et al., 2007; Corseuil et al., 1998; Da Silva and Alvarez, 2002; Firth et al., 2014; Ma et al., 2013; MacKay et al., 2006; Powers et al., 2001; Ruiz-Aguilar et al., 2007). Ethanol also has cosolvency effects on existing non-aqueous phase liquids (NAPL) allowing transport and partitioning of harmful and otherwise immobile chemicals in the subsurface (Da Silva and Alvarez, 2002; Gomez and Alvarez, 2009; McDowell et al., 2003). Additionally, the degradation of ethanol results in methane production at potentially hazardous levels (Frietas et al., 2010; MacKay et al., 2006). Given the potential negative impacts of an ethanol release in conjunction with the increased consumption of ethanol worldwide, an effective means of detection, characterization, and monitoring potential releases is necessary. Soil and groundwater sampling through borehole investigations are costly and result in discrete single point data that can be difficult to interpret spatially. Geophysical measurements provide the opportunity to connect the direct but sparsely acquired spatial information, with indirectly measured high-resolution information resulting in a more complete picture for optimal site characterization and monitoring at minimal additional cost (Binley and Slater, 2020; Comenga et al., 2013; Glaser et al., 2021; Rucker et al., 2009a, Rucker et al., 2009b; Slater and Glaser, 2003; Ustra and Elis, 2019). Over the last couple of decades, it has become common for geoelectrical methods to be used for monitoring of NAPL natural attenuation which is reflected in the literature (Ajo-Franklin et al., 2004; Boleve et al., 2011; Halihan et al., 2017; Wang et al., 2020; Werkema et al., 2003). With sufficient contrasting electrical properties between background soil conditions and contaminant properties, NAPL extents both vertically and laterally can be mapped. Ideally, the indirect and direct methods are deployed concurrently and iteratively such that the geophysical surveys are informed by the borehole investigations, and vice versa, to constrain and maximize the subsurface information.
Relative to the resistivity of a saturated sand, ethanol, gasoline, and their mixtures are initially electrically resistive prior to biogeochemical alteration(Kirk, 1983; Personna et al., 2013a). Thus, in the presence of a conductive background, like saturated Ottawa sand, a measurable contrast for geophysical detection should be realized. Glaser et al., 2012, demonstrate results from a sister experiment designed to examine vadose zone migration of ethanol (EtOH) using ground penetrating radar (GPR). Here we inject ethanol (EtOH) mixed with a brilliant blue dye (BB), into a well characterized, saturated Ottawa sand in an instrumented, laboratory-scaled tank. While this study does not use gasoline, the ethanol-dye mixture is a close electrical analogue for E85, a commonly available alternative fuel comprised of 85% Ethanol and 15% gasoline (Kirk, 1983). Therefore, the physical property differences between ethanol mixtures and saturated Ottawa sand should allow geoelectrical methods to provide a means of differentiating between water-saturated pore spaces and ethanol-saturated pore spaces in the subsurface (Lucius et al., 1992). Further we attempt to estimate the concentration and distribution of ethanol in the sand tank through various mixing models using the geophysical data (Glaser, 2021).
Section snippets
Methods
Our research consists of a tank-scale cross-borehole ERT biofuel injection imaging feasibility experiment coupled with concentration prediction analysis using various popular mixing models. Here we outline the ERT measurement theory, the tested mixing models and the experimental setup.
Results
The forward models demonstrate the expected contrast between the EtOH and saturated sand as well as the measurement sensitivity of the cross borehole ERT configuration. The 4D ERT injection test results document the injection spreading, water table loading of EtOH, EtOH spreading and eventual equilibration. While EtOH is miscible in water, meaning it forms a homogenous mixture with water, the capillary pressure within the sand matrix proved too great to allow mixing readily. Finally, the mixing
Discussion
Despite ethanol's high solubility, the majority of the injected volume remains buoyant above the groundwater surface (Rucki and Tichý, 2006). Ethanol is completely miscible in water; however, in porous media it must overcome the capillary pressure exerted by water to begin mixing. Based on our experimental results, it appears that the majority of ethanol remains within the capillary zone, which is consistent with the work of other researchers (McDowell et al., 2003; McDowell and Powers, 2003;
Conclusion
Here we demonstrated the ability of ERT to temporally monitor a small-scale EtOH injection and predict EtOH concentrations through the use of common mixing-models. Our 4D ERT results clearly showed significant contrast between the EtOH and surrounding saturated and unsaturated Ottawa sand. Further, we evaluated four basic mixing models for the prediction of EtOH concentration: the PMM, the CMM, the CRIM model, and the L-R model. We found that while these models are intended to start from basic
CRediT author statement
Dan R. Glaser: Final Conceptualization, Mixing Model Methodology, Data Curation, Data Acquisition, Test Cell Construction; Forward Modeling, Writing Original Draft Preparation; Rory D. Henderson: Temporal Injection Methodology, Data Acquisition, Survey Design; Test Cell Construction D. Dale Werkema: Supervision, Initial Conceptualization, Review, Initial Funding; Tim J. Johnson: ERT inversion Software (E4D), Discussion of Software; Roelof Versteeg: Initial Conceptualization, facilities &
Declaration of Competing Interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgements
This work was partially funded by the U.S. EPA Office of Research and Development under student services contract EP08D00724. This document has been reviewed in accordance with U.S. Environmental Protection Agency policy and approved for publication. Any mention of trade names, manufacturers or products does not imply an endorsement by the United States Government or the U.S. Environmental Protection Agency. EPA and its employees do not endorse any commercial products, services, or enterprises.
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