Changes in the chemistry of shallow groundwater related to the 2008 injection of CO2 at the ZERT field site, Bozeman, Montana
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Approximately 300 kg/day of food-grade CO2 was injected through a perforated pipe placed horizontally 2–2.3 m deep during July 9–August 7, 2008 at the MSU-ZERT field test to evaluate atmospheric and near-surface monitoring and detection techniques applicable to the subsurface storage and potential leakage of CO2. As part of this multidisciplinary research project, 80 samples of water were collected from 10 shallow monitoring wells (1.5 or 3.0 m deep) installed 1–6 m from the injection pipe, at the southwestern end of the slotted section (zone VI), and from two distant monitoring wells. The samples were collected before, during, and following CO2 injection. The main objective of study was to investigate changes in the concentrations of major, minor, and trace inorganic and organic compounds during and following CO2 injection. The ultimate goals were (1) to better understand the potential of groundwater quality impacts related to CO2 leakage from deep storage operations, (2) to develop geochemical tools that could provide early detection of CO2 intrusion into underground sources of drinking water (USDW), and (3) to test the predictive capabilities of geochemical codes against field data. Field determinations showed rapid and systematic changes in pH (7.0–5.6), alkalinity (400–1,330 mg/l as HCO3), and electrical conductance (600–1,800 μS/cm) following CO2 injection in samples collected from the 1.5 m-deep wells. Laboratory results show major increases in the concentrations of Ca (90–240 mg/l), Mg (25–70 mg/l), Fe (5–1,200 ppb), and Mn (5–1,400 ppb) following CO2 injection. These chemical changes could provide early detection of CO2 leakage into shallow groundwater from deep storage operations. Dissolution of observed carbonate minerals and desorption-ion exchange resulting from lowered pH values following CO2 injection are the likely geochemical processes responsible for the observed increases in the concentrations of solutes; concentrations generally decreased temporarily following four significant precipitation events. The DOC values obtained are 5 ± 2 mg/l, and the variations do not correlate with CO2 injection. CO2 injection, however, is responsible for detection of BTEX (e.g. benzene, 0–0.8 ppb), mobilization of metals, the lowered pH values, and increases in the concentrations of other solutes in groundwater. The trace metal and BTEX concentrations are all significantly below the maximum contaminant levels (MCLs). Sequential leaching of core samples is being carried out to investigate the source of metals and other solutes.
KeywordsGeological carbon sequestration Groundwater monitoring Groundwater chemistry Trace metals Dissolved organics
Carbon dioxide capture, transport, and sequestration, especially its geologic storage, is now considered one of the necessary options to stabilize atmospheric CO2 levels and global temperatures at values that are considered acceptable for society and the environment (Benson and Cook 2005; IPCC 2007). Sedimentary basins in general and deep saline aquifers in particular, are being investigated as possible repositories for large amounts of anthropogenic CO2 that must be sequestered to stabilize atmospheric CO2 concentrations (Bachu 2003; White et al. 2003). These basins are attractive for CO2 storage, because they have huge potential capacity, estimated globally at up to 11,000 Gt of CO2, and advantageous locations close to major CO2 sources (Holloway 1997; Benson and Cook 2005; Hovorka et al. 2006).
In addition to storage capacity, key environmental questions include CO2 leakage related to the storage integrity and the physical and chemical processes that are initiated by injecting CO2 underground (Emberley et al. 2005; Knauss et al. 2005; White et al. 2005; Wells et al. 2007). Leakage of CO2 to the atmosphere would negate the goal of sequestration, but an equally critical issue concerns the potential for contamination and chemical alteration of shallow groundwater (Hepple and Benson 2005; Kharaka et al. 2009). In this scenario, the buoyant CO2 would migrate from the injection reservoir via a permeable fault or an improperly sealed abandoned petroleum well, and reach then dissolve in underground sources of drinking water (USDW). The contaminated groundwater, with a lowered pH (increased acidity), could dissolve carbonate, sulfide and iron oxyhydroxide minerals present in the aquifer. Dissolution of these minerals and desorption/ion exchange could add, Fe, Pb, U, As, Cd, and other toxic metals to groundwater; some of these aqueous chemicals may exceed the Maximum Contaminant Levels (MCLs) mandated by U.S. Environmental Protection Agency (US EPA 2004) as part of their national drinking standards (Wang and Jaffe 2004; Birkholzer et al. 2008; Kharaka et al. 2009).
Organic compounds may also be mobilized by the injected CO2, as reported in laboratory experiments simulating CO2 storage in deep coal beds (Kolak and Burruss 2006) and as observed in enhanced oil recovery (EOR) operations (Shiraki and Dunn 2000). Additional investigations are required in this area, but these results suggest that mobilization of organics, including BTEX from depleted oil reservoirs and non oil-bearing aquifers, could have major implications for the environmental aspects of CO2 storage and containment. The concern here is warranted as high concentrations of toxic organic compounds, including benzene, toluene (up to 60 mg/l for BTEX), phenols (<20 mg/l), and polyaromatic hydrocarbons (PAHs up to 10 mg/l), have been reported in oil-field waters (Kharaka and Hanor 2007). Also, the enhanced solvent properties of CO2, especially in its supercritical state, could lead to leaching and transport of organics, including BTEX, phenols, PAHs, and other hazardous compounds, from organic matter and petroleum present in the reservoir or in rocks encountered in the flow path, or the target contaminated aquifer (Kolak and Burruss 2006; Kharaka et al. 2009).
Geochemical results obtained at the Zero Emission Research and Technology (ZERT) field site, where a total of approximately 300 kg/day of food-grade CO2 was injected through a perforated pipe placed horizontally 2–2.3 m deep during July 9–August 7, 2008, are presented below. The overall goal of this multidisciplinary research project is to evaluate atmospheric and near-surface monitoring and detection techniques applicable to the subsurface storage and potential leakage of CO2 (Spangler et al. 2009, this volume; http://www.montana.edu/zert). As part of this research project, approximately 80 water samples were collected from 10 observation wells (1.5 or 3.0 m deep) located 1–6 m from the injection pipe, and from two distant monitoring wells. The samples were collected before, during, and following CO2 injection. The main objective of the study was to investigate changes in the concentrations of major, minor, and trace inorganic and organic compounds during and following CO2 injection. The observed changes are being interpreted here using the latest modified version of geochemical code SOLMINEQ (Kharaka et al. 1988); ongoing work also includes geochemical modeling by Zheng et al. (2009) using EQ3/6 (Wolery 1993) and reactive transport simulations with TOUGHREACT (Xu et al. 2006).
Regional setting and methodology
The Zero Emission Research and Technology (ZERT) field site is located on a relatively flat 12 hectare agricultural plot at the western edge of the Montana State University (MSU)-Bozeman campus in Bozeman, Montana, USA (see Spangler et al. 2009, this volume, for description of regional setting, and the various investigations completed or currently ongoing at this site). Plant coverage is about 70% grasses with the remainder being alfalfa, clover, dandelion, and thistle.
The ZERT site is located at an elevation of 1,495 m near the southeastern boundary of the Gallatin Valley, which is a north–south-trending intermontane basin of about 1350 km2 in area (Kendy and Tresch 1996). Structurally, the Gallatin Valley is an eastward-tilted graben, a broad alluvial plain filled with up to 1,800 m of poorly consolidated Cenozoic sandy gravel deposits. At the ZERT site, about a meter of silts and clays with a top soil layer of variable thickness overly the sandy gravel. Test pits and cores collected from several locations on the field consistently revealed two distinct soil zones. The topsoil of organic-rich silt and clay with some sand ranges in thickness from 0.2 to 1.2 m, and a caliche layer, high in calcite (~15%), is observed at depths of ~50–80 cm. Beneath the topsoil layer is a cohesionless deposit of coarse sandy gravel extending to 5 m, the maximum depth investigated (Spangler et al. 2009, this volume). Gravels comprise ~70% of rock volume, and andesite is the chief rock fragment among the gravels and coarse sands, but minor amounts of detrital limestone and dolostone are also observed. The sand and silt sized fraction of this sediment consists of approximately 40% quartz, 40% magnetite and magnetic rock fragments, and 20% grains of amphibole, biotite/chlorite, and feldspar.
The Gallatin Valley basement and surrounding mountains consist of complexly folded and faulted Tertiary through Archean bedrock. The eastern boundary of this valley is a series of steep normal faults along the fronts of the Bridger and Gallatin Ranges. The Gallatin Range, which borders the south margin and crests above 3,000 m elevation, provides source material to the basin-fill deposits in the portion of the Gallatin Valley which includes the ZERT field site.
The basin-fill deposits are subdivided by Kendy (2001) into three hydrogeologic units: Quaternary alluvium, Quaternary and Tertiary undifferentiated deposits, and Tertiary Bozeman group. The Tertiary Bozeman Group is considered to underlie the entire Gallatin Valley; it outcrops as pediments on the Madison Plateau and benches east of Bozeman, but it is mostly covered by a veneer of Quaternary and/or Tertiary alluvium. Quaternary and Tertiary undifferentiated deposits consist of unconsolidated Quaternary alluvial-fan deposits overlying Tertiary sedimentary pediments. Alluvial fan deposits extend into the Gallatin Valley from the Bridger and Gallatin Range fronts and consist of a heterogeneous mixture of unconsolidated poorly sorted rock fragments in a sand, silt, and clay matrix with some carbonate cement (Kendy and Tresch 1996; Lonn and English 2002). The largest of these alluvial fans extends northwards from the Gallatin Range front into the alluvial plain between Hyalite and Bozeman Creeks. The city of Bozeman and much of the surrounding land, including the ZERT field site, is located on this alluvial fan and is mapped in Kendy (2001) as Quaternary and Tertiary undifferentiated deposit.
The Gallatin Range provides the source material for the alluvial fan deposits in and around the ZERT site. The bedrock geology for the Gallatin Range is grouped by Kendy (2001) into four hydrogeologic units: (1) Tertiary (Eocene) volcanic rocks, which include andesite and basalt flows, breccia, agglomerate, and tuff of the Gallatin-Absaroka Volcanics; (2) Tertiary through Middle Proterozoic sedimentary bedrock, which includes a number of sandstone and limestone formations, and the Middle Proterozoic Belt Supergroup. Sandstone, conglomerate, and limestone predominate the lithologies; (3) Cretaceous through Cambrian sedimentary bedrock, in which fine-grained sandstone, shale, mudstone, siltstone, and chert predominate the lithologies; and (4) Archean metamorphic rocks, which consists of crystalline rocks, mainly biotite gneiss, with some schist, quartzite, and marble. Tertiary volcanic rocks and Archean metamorphic rocks predominate in the Gallatin Range and appear to be the major rock lithologies in poorly to moderately sorted sand and gravel at the ZERT field site.
The depth of the water table at the ZERT field site is close to the ground surface, but varies seasonally. Spangler et al. (2009, this volume) report a variation of about 1 m in the depth of the water table over the past two and a half years. In the summers of 2007 and 2008, the depth of the water table measured in the water monitoring wells in zone (VI) averaged approximately 1.5 m below ground surface. Percolation tests made in 2006 yielded hydraulic conductivity values approximately 0.76 and 1.4 m/day in the upper soil (sandy silt) layer and in the sand-gravel aquifer, respectively. The direction of the ground water flow was estimated to be 17 degrees west of north (Fig. 1) and results of the tracer tests conducted in 2009 showed the lateral groundwater flow is high at ~2 m/day, and much higher than previously estimated (Spangler et al. 2009, this volume). Diffusion and flow rates for CO2 in the unsaturated zone are several orders of magnitude higher than the groundwater rates (Lewicki et al. 2007), and analyses of gas samples obtained from the head space of the wells yielded pCO2 values as high as 0.95 bar relatively rapidly following CO2 injection (Stratizar et al. 2008). These flow rates indicate that the rapid and systematic changes observed in the chemical composition of groundwater are driven by both the transport of groundwater with dissolved CO2, as well as by fast spreading of CO2 in the sand-gravel unsaturated zone under the upper soil layer, followed by re-dissolution into the groundwater.
Most of the water samples for this study were obtained from the shallow groundwater wells (1.5 m deep), especially after it became clear that the water from the deeper wells was not significantly impacted by the injected CO2. Lack of impact resulted because deep-well perforations are situated below the injection pipe and at some distance away. Sample collection, preservation and field and laboratory chemical analyses of water, and some relevant isotopes were carried out by methods described in Kharaka and Hanor (2007). On-site chemical analyses of groundwater samples, carried out in the laboratory truck, included measurements of pH, Eh, conductivity, alkalinity, dissolved oxygen (DO), and temperature. Sample filtration, acidification, and preservation were also carried out in the field laboratory.
Laboratory analyses for cations and metals were carried out at USGS by comprehensive ICP-MS measurements, with focus on initial concentrations of hazardous and other trace elements, including As, B, Cd, Cr, Cu, Fe, Hg, Mn, Pb, Se, U, and Zn. Sophisticated ICP-MS equipment is necessary, because these elements of interest have very low concentrations at ambient conditions, often close to the detection limits. Major and minor anions were determined in USGS laboratory by ion chromatography (IC). Benzene, toluene, ethyl-benzene, m-, p- and o-xylene (BTEX) were analyzed using an SRI-8610C gas chromatograph as described in EPA Method 5030C, a purge-and-trap procedure for the analysis of low levels of volatile organic compounds (VOCs) in aqueous samples and water miscible liquid samples. The gas chromatographic determinative steps are found in EPA methods 8015 and 8021 (US EPA 2004).
Results and discussion
Chemical composition of water samples from ZERT monitoring well 2B
Major solutes (mg/l)
Trace solutes (μg/l)
The major cations and anions listed in Table 1 and plotted in the figures carry analytical uncertainties of approximately ±3%. The uncertainties are ±5% for trace metals, and these may be more than ±10% for trace metals that are close to their detection limits. For sample collection, preservation, analysis, and uncertainties applicable to these results, see Kharaka and Hanor (2007) and references therein.
Dissolved inorganic chemicals
The alkalinity of groundwater increased from about 400 mg/l as HCO3 to values of up to 1,330 mg/l, following CO2 injection (Fig. 4b). Alkalinity values for different wells, as with the pH values, show variable trends reflecting distance from the CO2 injection pipe, impacts from precipitation events, and possibly local variations in the mineral composition of soils and sediments. The alkalinity values for wells 2B and 5B increase first and show the highest alkalinities (up to 1,330 mg/l), and with well 4B increasing more slowly and only to about 700 mg/l. The alkalinities in all wells decrease to values approaching 400 mg/l after termination of CO2 injection (Fig. 4b) probably as a result of calcite precipitation caused by its supersaturation in groundwater that resulted from higher pH values.
Values for the electrical conductance, also measured at the site, show similar trends as alkalinity, increasing from ~600 μS/cm before CO2 injection to approximately 1,800 μS/cm following CO2 injection (Fig. 4c). The conductance values for water from wells 1B, 2B, and 5B increase first and show the highest conductance, and with well 4B increasing more slowly and only to about 1,100 μS/cm; all the conductance measurements decrease to values approaching 600 μS/cm after termination of CO2 injection on August 7, 2008 (Fig. 4c).
These conclusions are supported by the initial characterization of minerals in core samples that show that calcite is abundant in a caliche layer observed at depths of ~50–80 cm. Small traces of carbonates were also observed in fines above 2.5 m, and minor amounts of detrital limestone and dolostone were observed in the gravel section. Results of geochemical modeling with an updated SOLMINEQ (Kharaka et al. 1988) also support dissolution of calcite and disordered dolomite as possible reactions at all pH values; also, groundwater is undersaturated with respect to dolomite at the lowered pH values obtained following CO2 injection, allowing for its dissolution.
Desorption-ion exchange reactions on clay minerals with H+ have been suggested as an alternative explanation (Zheng et al. 2009) for the increases in the concentrations of Ca, Mg (see also for Fe and Mn below). These and other reactions will be investigated after the completion of mineral characterizations and leaching experiments.
The concentrations of Mn show similar trends to those of Fe, increasing from ~5 to 1,400 ppb following CO2 injection, but also show low values during July 20–July 26 (Fig. 7b). Dissolution, redox, and disproportionation reactions can be written for Mn as for Fe above, but it should be noted that Mn concentrations are higher for well 4B than for 2B and 5B, and this may be controlled by local mineral compositions.
The chemical changes observed in the ZERT groundwater are similar in trends, though much lower in concentrations, to the changes observed in the Frio Brine Pilot test, near Houston, where 1,600 t of CO2 were injected at 1,500 m depth into a 24-m-thick “C” sandstone unit of the Frio Formation (Freifeld et al. 2005; Hovorka et al. 2006; Kharaka et al. 2006). Following CO2 breakthrough, 51 h after injection, Frio samples showed sharp drops in pH (from 6.5 to 5.7 measured at surface), pronounced increases in alkalinity (100–3,000 mg/l as HCO3) and in Fe (30–1,100 mg/l), a slug of very high DOC values, and significant shifts in the isotopic compositions of H2O, DIC, and CH4. These data, coupled with geochemical modeling, indicated rapid dissolution of minerals, especially calcite and iron oxyhydroxides, both caused by lowered pH (initially ~3.0 at subsurface conditions) of the brine in contact with supercritical CO2 (Kharaka et al. 2009). The differences between pH results from Frio and ZERT tests are related to several geochemical parameters, but an important reason relates to subsurface pCO2 value for Frio, which was approximately 150 bar (Kharaka et al. 2009), but pCO2 value measured (Stratizar et al. 2008) and computed with SOLMINEQ (Kharaka et al. 1988) for the ZERT samples ranged from 0.035 to ~1 bar. The maximum amount of CO2 dissolved in water is a strong function of fluid pressure. Thus, in a shallow aquifer such as that at the ZERT site, much less CO2 can dissolve in the groundwater compared to formation water in a deep sequestration site such as the Frio. Therefore, the decreases in pH values are much less pronounced, and fewer CO2-related chemical changes, and consequently, less contaminant mobilization are to be expected at sites such as the ZERT.
The origin of the low amounts of BTEX compounds detected in groundwater following CO2 injection was investigated during 2008, and more recently in 2009. Three main possible sources were examined: (1) A natural source from deep organic matter or a petroleum accumulation; (2) contamination from a surface source or from the injection pipe and groundwater wells installations; or (3) contamination from trace amounts of BTEX in the injected CO2, although the gas used was of food-grade quality. Initial results obtained in 2008 were inconclusive with regard to the injected CO2 being the source of the observed BTEX. We analyzed core samples obtained from wells drilled in December 2008 for BTEX; and though progress was slow because results obtained were close to the detection limits of available analytical methods, results showed that sediments were not the source as BTEX concentrations obtained were below detection limits. Subsequently, purge-and-trap analysis of CO2 samples collected from the source tank in 2009 showed conclusively that the CO2 was the source of the trace concentrations of detected BTEX. Mobilization of organic compounds in deep subsurface by supercritical CO2, which is a very effective solvent for hydrocarbons (Kolak and Burruss 2006), is a potential concern, as these compounds may be transported to shallow potable groundwater (Kharaka et al. 2006). Results, however, indicate that BTEX compounds can be detected in groundwater early and at extremely low concentrations, below MCL levels.
Conclusions and future plans
Results discussed in this report cover primarily the detailed changes in the concentrations of inorganic and organic chemicals in shallow groundwater at the ZERT site following CO2 injection. Rapid and systematic changes were observed in chemical parameters measured at site, including pH (7.0–5.6), alkalinity (400–1,330 mg/l as HCO3), and electrical conductance (600–1,800 μS/cm) following CO2 injection. Results obtained from laboratory analyses also show major increases in the concentrations of major and trace chemicals, including Ca (90–240 mg/l), Mg (25–70 mg/l), Fe (5–1,200 ppb), Mn (5–1,400 ppb), and BTEX (e.g. benzene 0–0.8 ppb) following CO2 injection. It should be noted that trace metal and BTEX concentrations are all significantly below the maximum contaminant levels (MCLs) (e.g., 15 ppb for Pb, 6 ppb for As, 5 ppb for benzene). The initial values and the increases in concentrations of these trace metals, though small, are readily measured by the sampling and analytical methods used in this study. These results highlight the role of geochemical tools for early detection of CO2 leakage into groundwater from deep storage operations.
In December, 2008, three additional wells (2.6 or 3 m deep) were installed, primarily to obtain core and soil samples for detailed mineral characterization and laboratory leaching experiments. Once completed, the new data will be combined with the solute concentrations and geochemical modeling to identify the minerals and processes responsible for the observed changes in water quality. Dissolution of observed calcite is clearly responsible for some of the increases in Ca and alkalinity, but the impacts of other reactive minerals will be investigated. The important role of desorption-ion exchange on clay minerals and iron oxyhydroxides resulting from lowered pH values will also be investigated. Speciation-saturation geochemical codes like SOLMINEQ (Kharaka et al. 1988) and EQ3/6 (Wolery 1993) are being used initially, while multi-dimensional reactive transport simulators such as TOUGHREACT (Xu et al. 2006, 2007) will eventually be applied to account for the temporal evolution of the system in response to relevant hydrologic, chemical and transport processes, including rain events leading to groundwater recharge and dilution, transport of CO2-charged water with the groundwater flow, and lateral spreading of CO2 in the unsaturated zone, and its re-dissolution into the groundwater (Zheng et al. 2009).
This research was conducted within the ZERT project directed by Lee Spangler and managed by Laura Dobeck, MSU, Bozeman, MT. http://www.montana.edu/zert. We thank the entire ZERT team and participating organizations for creating a supportive and exciting research environment. This research was funded primarily by the Electric Power Research Institute, EPRI, but funds were also obtained from EPA, DOE, LBNL, and USGS.
This article is distributed under the terms of the Creative Commons Attribution Noncommercial License which permits any noncommercial use, distribution, and reproduction in any medium, provided the original author(s) and source are credited.
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