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Article

Granite Hydrolysis to Form Deep Brines

Sandia National Laboratories, Albuquerque, NM 87185, USA
*
Author to whom correspondence should be addressed.
Energies 2019, 12(11), 2180; https://doi.org/10.3390/en12112180
Submission received: 1 May 2019 / Revised: 28 May 2019 / Accepted: 3 June 2019 / Published: 7 June 2019
(This article belongs to the Special Issue Deep Borehole Disposal of Nuclear Waste)

Abstract

:
Reaction path calculations suggest that water fixation by zeolite and chlorite formation can account for much of the high salinity of deep brines in contact with deep granites, as well as their Ca/Na ratios, which reflect the rock-dominated chemistry of such brines. Resultant brines, undiluted by the influx of shallower fresher waters, are likely to be at equilibrium with laumontite, chlorite, calcite, dolomite, anhydrite/gypsum, K-feldspar, quartz, plagioclase, and possibly halite. The growth of laumontite and chlorite consumes water, causing the concentration of residual salts to increase during the formation of such brines. In these analyses, the major trends suggest that these fundamental processes drive this outcome naturally. Predicted phase assemblages and end-point water compositions are relatively unaffected by the chemistry of the starting/reacting fluid. Additionally, mineralogical and mineral compositional variations both appear to have no major impact on brine formational trends. More precise analysis involves the use of Pitzer coefficients and considers Br/Cl exchange in the alteration phases. Explicit consideration of silicate dissolution points to water availability as a key control over granite alteration. Diffusion-limited water availability appears to lead to stagnant systems dominated by the increasing brine density and Ca/Na ratios with depth. Alteration phases tend to decrease permeability and porosity, further isolating such systems from the flow of shallower dilute fluids.

1. Introduction

A 3–5 km deep borehole into granite is expected to encounter high salinity brines exceeding 200,000 mg/L total dissolved solids (TDS) such as those found in granites underlying the Canadian Shield, Fennoscandia, and elsewhere [1,2,3]. High salinities aid in the safe disposal of deep boreholes because (1) they indicate isolation from fresh recharge, and (2) their greater density should prevent the subsequent circulation of fluids back to the surface. There are several explanations for why the brines are so concentrated, including:
  • Evaporative concentration and/or freezing of seawater followed by recharge [4];
  • Fluid–rock interaction [1] incorporation of water into hydrous phases;
  • Leakage of salt-rich fluid inclusions [5];
  • Radiolytic dehydration of subsurface waters [6].
Our purpose here is to test the second hypothesis and determine whether the fluid–rock interaction can dehydrate subsurface waters and produce brines similar in composition to those observed at depth. Deep brines tend to have a high chloride concentration, an elevated Ca/Na ratio, a diminished Mg, and a low Cl/Br ratio relative to seawater [1,3]. Bucher and Stober [3] pointed to the potential ability and importance of the albite dissolution of zeolites to dehydrate passively and concentrate deep basement brines, but their primary focus was on granite alteration by fresh recharge waters collected from the Gotthard Rail Base Tunnel. We explore these reactions over longer time spans and at higher temperatures of deep granites to constrain the potential dehydration (brine formation) caused by silicate hydrolysis and the associated volume change of the rock itself. Silicate hydrolysis is modeled using reaction path calculations [7,8,9]. Conceptually, the reaction path calculation titrates an assumed assemblage of minerals into an initial water volume and allows the resulting fluid to precipitate new minerals as they become thermodynamically saturated. The chemistry of the reacting fluid is tracked, as are the identity, mass, and volume of the newly formed minerals. In our case, the starting and ending mineral assemblages are constrained by geologic observations. The chemistry of the reacting fluid and absolute masses of newly formed minerals are key outputs.
Because the reaction path calculations do not include Cl- or Br-bearing salts, the calculated Cl/Br ratio does not change with reaction, though Cl- or Br-concentrations would increase indirectly as water is incorporated into hydrous alteration phases. The dissolution of existing salts at fracture surfaces would also affect Cl- or Br-concentrations (see Section 5 below).

2. Materials and Methods

The overall reaction to be modeled is granite + H2O → hydrous phases + brine. Chlorite and epidote are the most common hydrous silicates in deep granites; less common are mica, zeolite, laumontite, and prehnite [10]. The ideal chemical formulae for each of these hydrous alteration products are listed in Table 1 in order of decreasing hydration.
The volume of a typical granite consists of 20% quartz, 40% K-feldspar, 15% plagioclase (albite), 9% muscovite, 8% biotite, and 8% hornblende (see Table 2). Using tabulated mineral molar volumes [12] to convert a 10 kg (3.8 L) block gives a mixture of 33.3 moles of quartz, 14.4 moles of K-feldspar, 5.7 moles of albite, 2.2 moles of muscovite, 1.8 moles of biotite, and 0.9 moles of hornblende, which is “reacted” with 0.1 liter of seawater at 100 °C. This is a 38:1 rock–fluid volume ratio and is equivalent to a rock with a fluid-filled porosity of ~3%.
Reaction path calculations are done with the PHREEQC program [9] using its llnl.dat (thermo.com.V8.R6.230) thermodynamic database. Biotite and hornblende end-members of phlogopite (KMg3AlSi3O10(OH)2) and pargasite (NaCa2(Mg4Al)(Si6Al2)O22(OH)2) are used in the calculation. Calcite, gypsum, and kaolinite are allowed to form if saturated. Seawater and groundwater were used in the calculations as generic reacting fluids.
The calculation was initially set up to allow the dissolution of all granite phases to reach equilibrium. In other words, we assumed sufficient time and access to water for the dissolution and growth of mineral surfaces. This is a reasonable assumption given the multi-million-year contact times of most brines with deep granites. Biotite was allowed to dissolve, but not to precipitate, which results in chlorite precipitation. The chlorite composition is set to the end-member Clinochlore 14Å, Mg5Al2Si3O10(OH)8 in the llnl.dat database. This was done in the PHREEQC input formalism by the sequential reaction of biotite and hornblende with the fluid and the equilibrium phase assemblage described above. The calculations were initially done using Mg end-member biotite and chlorite. Subsequent calculations considered Fe-rich end-member chlorite (daphnite) and biotite (annite) in the granite hydrolysis reaction. For our initial analysis, the anorthite component of plagioclase was set to zero, largely because of its small amount in most granites. Subsequent calculations considered the impact of anorthite on granite alteration. At the end of each simulated granite hydrolysis reaction, the molar amounts of primary dissolved and newly grown minerals from the PHREEQC output file make up the overall granite hydrolysis reaction.

3. Results

At 100 °C, the overall granite hydrolysis reaction with seawater is:
Seawater + 4.98 quartz + 0.54 hornblende (phlog) + 1.29 muscovite + 0.54 biotite (parg) →
0.57 albite + 1.83 K-feldspar + 0.76 chlorite + 1.06 laumontite + Brine
which produces a residual Ca–Na–Cl brine with a pH ~6.7. Minor amounts (<0.02 moles) of epidote, calcite, and gypsum form as well. Calculations indicate that the albite and K-feldspar masses increase substantially. Almost all of the original quartz is dissolved. There is a net loss of 4.9 moles of liquid H2O that causes the ionic strength of the solution to increase from an initial starting ionic strength of 0.5 M to >6 M (Figure 1). Typically, PHREEQC runs stopped or crashed at high ionic strengths. Stoichiometrically, there is an addition of 0.54 moles of H2O from hornblende dissolution, 0.54 moles from biotite dissolution, and 1.29 moles from muscovite dissolution, followed by a free water loss of 7.23 moles by incorporating H2O into laumontite and chlorite, hence a net loss of 4.86 moles of free water from granite hydrolysis. This means that the initial 0.1 L of water (5.55 mol) is reduced to 0.012 L, which results in a much higher level of salinity. Note that the higher ionic strength absolute values are uncertain due to the simplified activity coefficient model used here.
By comparison, end-member Canadian Shield brines from Fritz and Frape [2] with the highest salt contents of ~240 to 325 g/L have ionic strengths of 4.5 to 6.2. The estimated fluid Ca/Na for granite hydrolysis is 1.5, which is within the range of Ca/Na, 0.7 < Ca/Na < 3 measured by Fritz and Frape [1]. Our calculations predict relatively low Mg concentrations of 1 to 3 mmol/L, which fall within the wide observed range of Canadian Shield Mg values, 0.5 to 210 mmol/L, measured by Frape and Fritz [2]. Canadian Shield brines at ~25 °C have a measured Si content of 0.171 to 0.342 mmol/L [2]. Our calculated 100 °C Si content is substantially higher at 0.909 mmol/L than the Canadian Shield values, which is probably due to our higher temperature. Running the calculation at the lower temperature of Canadian Shield brines results in a Si value of 0.126 mmol/L, similar to the amount measured by Fritz and Frape [1].
The pH of the fluids remains between 6.6 and 7.1 at 100 °C. Calcium increases in the solution because the calcium supply from biotite dissolution exceeds the amount of calcium taken during the laumontite formation. The brine’s pH level is likely controlled by the K-feldspar/kaolinite equilibria [13,14]. Albite/K-feldspar probably sets the Na+/K+ ratio [15]. Increasing the reaction temperature from 100 to 150 °C decreases the calculated Ca and Mg levels but increases the fluid K levels. The ionic strength remains roughly the same as that at 100 °C.

4. Discussion

Figure 2 suggests that altering the product accumulation will ultimately limit granite hydrolysis. Recall that the calculation begins with 100 ml of seawater. The change in net rock volume, which is the volume of minerals grown minus the volume of minerals dissolved, exceeds the starting water volume before the 0.1 moles of biotite + hornblende reaction has occurred. Because of this self-sealing characteristic, the fluid–rock reaction is expected to be locally distributed. In flowing wide aperture fractures, where fluids have continual access to granite surfaces, hydrolysis proceeds to the high salinity end-member fluids. Dead-end fractures see less reaction before sealing.
A much more diluted groundwater (taken from Table 3 of [16]) was also tested as a starting fluid to determine whether the starting water composition has a significant effect on the hydrolysis. At 100 °C, the net granite hydrolysis reaction into diluted groundwater is:
Groundwater + 5.55 quartz + 0.60 hornblende (phlog) + 1.45 muscovite + 0.60 biotite (parg) →
0.60 albite + 2.05 K-feldspar + 0.84 chlorite + 1.21 laumontite + brine.
This produces a brine with a pH of ~6.7, similar to the reaction calculated using seawater. The same hydrous alteration minerals and ionic strengths were observed in the calculation, suggesting that the granite hydrolysis reaction is relatively unaffected by the starting water composition.
Including Fe-rich end-members for chlorite and biotite resulted in a granite hydrolysis reaction close to the Mg-rich end-member reaction calculated initially. The effect of plagioclase calcium on granite hydrolysis was also examined. Plagioclase in granites is typically low in Ca, An0–An10 [3], but is potentially important because the anorthite component of plagioclase dissolves non-stoichiometrically [17] and far faster than the albitic end-member. In near-surface environments, anorthite appears to dissolve at least 5–10 times faster than the albite component of plagioclase [18,19,20]. The non-stoichiometry is observed in both short-term lab experiments (<2000 hours) and long-term watershed studies and is proposed to occur in brines in contact with deep granites [21]. The accelerated leaching of Ca likely comes from the exsolution of intergrowths, dislocations, and/or Ca-rich zones. Preliminary granite hydrolysis calculations indicated that anorthite never dissolved to saturation (i.e., remained far from equilibrium), unlike albite. When 0.5 moles of anorthite was included in the groundwater–granite hydrolysis calculation, the overall reaction was:
Groundwater + 4.79 quartz + 0.60 hornblende (phlog) + 1.02 muscovite + 0.36 biotite (parg) +
0.5 anorthite → 0.37 albite + 1.62 K-feldspar + 0.65 chlorite + 1.23 laumontite + brine.
The overall reactions for An-included and An-free granite are similar.

5. Conclusions

Brine formation appears to be the inevitable result of a prolonged contact between groundwater and deep granites. Yet, because of the alteration—the increase in product volume—the reaction between the two should be locally self-limiting. The picture of granite hydrolysis presented here might be improved with a Pitzer approach and solid solution models for the major phases. The calculation might also be improved by accounting for salt addition to brines from fracture surfaces [3], fluid inclusions (e.g., [5,22]), and chloride exchange for hydroxyls in the secondary chlorite and zeolite [23].

Author Contributions

Conceptualization, D.S.; formal analysis, P.V.B. and C.L.; writing—P.V.B. and D.S.

Funding

This research was funded by Sandia National Laboratories.

Acknowledgments

We greatly appreciate the technical advice of Carlos Jové-Colon (SNL) and Kristopher Kuhlman (SNL). Sandia National Laboratories is a multi-mission laboratory managed and operated by National Technology and Engineering Solutions of Sandia, LLC., a wholly owned subsidiary of Honeywell International, Inc., for the U.S. Department of Energy’s National Nuclear Security Administration under contract DE-NA-0003525. This paper describes objective technical results and analysis. Any subjective views or opinions that might be expressed in the paper do not necessarily represent the views of the U.S. Department of Energy or the United States Government.

Conflicts of Interest

The authors declare no conflict of interest.

References

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Figure 1. Calculated granite hydrolysis trends at 100 °C. Points are model-calculated values.
Figure 1. Calculated granite hydrolysis trends at 100 °C. Points are model-calculated values.
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Figure 2. Rock volume trends at 100 °C. Points are model-calculated values.
Figure 2. Rock volume trends at 100 °C. Points are model-calculated values.
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Table 1. Hydrous silicates commonly seen in deep granite fractures.
Table 1. Hydrous silicates commonly seen in deep granite fractures.
Chlorite(Mg5Al)(AlSi3)O10(OH)8
Daphnite(Fe5Al)(AlSi3)O10(OH)8
LaumontiteCa(AlSi2O6)24H2O
MicaKAl2(AlSi3O10)(OH)2
PrehniteCa2Al(AlSi3O10)(OH)2
EpidoteCa2Al3(SiO4) (Si2O7)O(OH)
Mineral stoichiometries are from the thermo.com.V8.R6.230. database [11].
Table 2. Primary granite minerals.
Table 2. Primary granite minerals.
QuartzSiO2
K-FeldsparKAlSi3O8
AlbiteNaAlSi3O8
MuscoviteKAl3Si3O10(OH)2
BiotiteKMg3AlSi3O10(OH)2
AnniteKFe3AlSi3O10(OH)2
a HornblendeNaCa2(Mg4Al)(Si6Al2) O22(OH)2
AnorthiteCaAl2(SiO4)2
a Pargasite end-member. Mineral stoichiometries are from the thermo.com.V8.R6.230 database [11].
Table 3. Compositions of the starting fluids tested.
Table 3. Compositions of the starting fluids tested.
mmol/L (except pH)SeawaterGroundwater
pH6.88.9
Ca100.182
Br0.810.00163
K100.0972
Mg520.0037
C23.28
S280.865
Na4694.7
Cl5460.251
Si100.491
Al10.00159
Fe10.000358
P0.001---

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Brady, P.; Lopez, C.; Sassani, D. Granite Hydrolysis to Form Deep Brines. Energies 2019, 12, 2180. https://doi.org/10.3390/en12112180

AMA Style

Brady P, Lopez C, Sassani D. Granite Hydrolysis to Form Deep Brines. Energies. 2019; 12(11):2180. https://doi.org/10.3390/en12112180

Chicago/Turabian Style

Brady, Patrick, Carlos Lopez, and Dave Sassani. 2019. "Granite Hydrolysis to Form Deep Brines" Energies 12, no. 11: 2180. https://doi.org/10.3390/en12112180

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