Geochemistry of Extremely Alkaline (pH > 12) Ground water in Slag–Fill Aquifers By Austin Krabbenhoft 11/29/10 Lake Calumet - Chicago The Problem • Ground water is among the most degraded in Illinois • Has a high pH (>12), high total dissolved solids, and high ammonia (>50 mg/L) • High levels of Ba, Cr, Mn • Moderate levels of 15 other metals including Pb, Hg, As, and Li (Roadcap, Walton, & Bethke, 2005) The Problem • Why? • Slag wastes used as fill • Other harmful waste also used as fill – Fly ash – Solid industrial wastes – Demolition debris – Household trash • 600 m3 of fill dumped on 150 km2 Other Sources of Contamination • Leakage from Landfills • Spills at hazardous waste-handling facilities • Road-salt runoff • Illegal dumping Sampling Site • Former wetlands filled with steel slag. • Water was sampled from an isolated pond fed by diffuse ground water. • Land surrounding the site is unvegetated and had never been developed Sample Collection • Samples of precipitated calcite and slag were taken • Water was collected in the field using a pump and a .45 micron high-capacity filter Chemical Analysis - Slag • Composed of Iron slag & Steel slag – Iron slag • Ca2MgSi2O7 • Contains little or no iron • Uniform in composition – Steel slag • Composed of 50% calcium silicates Rakinaite Ca3Si2O7 Larnite Ca2SiO4 Weathered Products • Weathered down to: – Rakinaite Ca3Si2O7 + 7H2O → 3Ca2+ + 2H4SiO4 + 6OH- – Larnite Ca2SiO4 + 4H2O → 2Ca2+ + H4SiO4 + 4OH– Akermanite Ca2MgSi2O7 + 7H2O → 2Ca2+ + Mg2+ + 2H4SiO4 + 6OH- Weathered Products • Each reaction releases calcium ions and uses protons • Creates Ca-OH in the ground water • This explains the high alkalinity of the water Calcium and Carbon Dioxide • Carbonate from rainwater and underlying sands and soils forms CO32• CO32- is the dominate species at a pH of 10 • When the alkaline water is exposed to atmospheric CO2 the pH is reduced by 4 factors and calcite precipitates Calcite Reactions • At high pH – CO2 + H2O→2H+ + CO32– Ca2+ + CO32-→CaCO3 • At neutral pH – + 2+ H + CaCO3 → Ca + HCO3 Geochemical Model •TITLE Before sparging • SOLUTION 1 • pH 11.2 charge • temp 14.5 • pe 4.075 • units mmol/L • Al .012 • Ba .00023 • B .0037 • Cd .00014 • Ca .82 • C .33 as CO3-2 • Cl .093 • Cu .00052 • F .053 • Fe .00016 • Pb .00036 • Li .0049 • Mg .005 • Mn .00005 • N .047 as N03- • K .69 • Si .061 • Na .57 • Sr .0015 • S .14 as SO4-2 • Zn .0089 • END • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TITLE After sparging SOLUTION 1 pH 11.2 charge temp 14.5 pe 4.075 units mmol/L Al .012 Ba .00023 B .0037 Cd .00014 Ca .82 C .33 as CO3-2 Cl .093 Cu .00052 F .053 Fe .00016 Pb .00036 Li .0049 Mg .005 Mn .00005 N .047 as N03K .69 Si .061 Na .57 Sr .0015 S .14 as SO4-2 Zn .0089 EQUILIBRIUM_PHASES 1 O2(g) -0.670976998 CO2(g) -3.5 END Geochemical Model •----------------------------Before------------------------ • • pH • pe • Specific Conductance (uS/cm, 14 oC) • Density (g/cm3) • Activity of water • Ionic strength • Mass of water (kg) • Total alkalinity (eq/kg) • Total CO2 (mol/kg) • Temperature (deg C) • Electrical balance (eq) • Percent error, 100*(Cat-|An|)/(Cat+|An|) • Iterations • Total H • Total O • • • • • • • • • • • • • • • = = = = = = = = = = = = = = = 11.573 4.075 410 0.99930 1.000 3.630e-003 1.000e+000 2.549e-003 3.300e-004 14.500 -7.323e-015 -0.00 9 1.110145e+002 5.550986e+001 ----------------------------After---------------------------- pH pe Specific Conductance (uS/cm, 14 oC) Density (g/cm3) Activity of water Ionic strength Mass of water (kg) Total alkalinity (eq/kg) Total CO2 (mol/kg) Temperature (deg C) Electrical balance (eq) Percent error, 100*(Cat-|An|)/(Cat+|An|) Iterations Total H Total O = = = = = = = = = = = = = = = 8.587 12.965 226 0.99937 1.000 3.779e-003 1.000e+000 2.502e-003 2.385e-003 14.500 -7.321e-015 -0.00 14 1.110145e+002 5.551475e+001 Geochemical Model • • • • • • • • • • ------------------------------Sample---------------------------• Phase SI log IAP log KT • Calcite CO2(g) Dolomite Fe(OH)3(a) FeS(ppt) O2(g) Pb(OH)2 Zn(OH)2(e) 1.34 -7.09 -8.76 -10.09 0.34 -16.49 -0.84 4.05 -111.47 -115.38 -24.29 -27.09 1.14 9.66 -0.02 11.48 -8.43 -1.33 -16.84 4.89 -3.92 -2.81 8.52 11.50 CaCO3 CO2 CaMg(CO3)2 Fe(OH)3 FeS O2 Pb(OH)2 Zn(OH)2 • • • • • • • • ------------------------------Sample after sparging-----------Phase SI log IAP log KT Calcite CO2(g) Dolomite Fe(OH)3(a) FeS(ppt) O2(g) Pb(OH)2 Zn(OH)2(e) 0.69 -7.74 -3.50 -4.83 -0.86 -17.69 1.43 6.32 -156.37 -160.28 -0.67 -3.48 -0.57 7.96 -0.55 10.95 -8.43 -1.33 -16.84 4.89 -3.92 -2.81 8.52 11.50 CaCO3 CO2 CaMg(CO3)2 Fe(OH)3 FeS O2 Pb(OH)2 Zn(OH)2 Possible Solutions • As an experimental solution atmospheric air was bubbled through 900 mL of site water that contained 100 g of precipitate. • The water was sparged with a glass gas dispersion tube at a constant rate until pH stabilized • Mortality rate went from 100% in the extremely alkaline water to <10% Possible Solutions • Alternatives: – Sparge the water with 1 atm of CO2 – Mix a strong acid like HCl with the water – Pros: • Drops the pH 100 times faster than with atmospheric air • Any additional CO32- or HCl beyond 7 would dissolve the calcite and not affect the pH – Cons: • Those systems can be expensive and labor intensive to set up and monitor • Reduced pH does not necessarily mean more livable. – The toxicity rates were four times higher than in air-sparging – Due to the release of metals as the calcite dissolved My Solution • Add pyrite to the slag fill and through the following reaction it will make the water more acidic • 2 FeS2 (s) + 7 O2 + 2 H2O → 2 Fe2+ (aq) + 4 SO4 (aq) + 4 H+ • Need .3022 g of FeS2 to neutralize 1 L of sample water When Modeled • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TITLE Addition of atmospheric air SOLUTION 1 pH 11.2 charge temp 14.5 pe 4.075 units mmol/L Al .012 Ba .00023 B .0037 Cd .00014 Ca .82 C .33 as CO3-2 Cl .093 Cu .00052 F .053 Fe .00016 Pb .00036 Li .0049 Mg .005 Mn .00005 N .047 as N03K .69 Si .061 Na .57 Sr .0015 S .14 as SO4-2 Zn .0089 EQUILIBRIUM_PHASES 1 O2(g) -0.670976998 CO2(g) -3.5 END • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TITLE Addition of pyrite SOLUTION 1 pH 11.2 charge temp 14.5 pe .25 units mmol/L Al .012 Ba .00023 B .0037 Cd .00014 Ca .82 C .33 as CO3-2 Cl .093 Cu .00052 F .053 Fe .00016 Pb .00036 Li .0049 Mg .005 Mn .00005 N .015 as NH4+ O(0) .55 K .69 Si .061 Na .57 Sr .0015 S 1.26 as SO4-2 Zn .0089 END Modeling Results Their Results • • • • • • • • • • • • • • • • My Results ----------------------------Sparging with Air------------------• --------pH pe Specific Conductance (uS/cm, 14 oC) Density (g/cm3) Activity of water Ionic strength Mass of water (kg) Total alkalinity (eq/kg) Total CO2 (mol/kg) Temperature (deg C) Electrical balance (eq) Percent error, 100*(Cat-|An|)/(Cat+|An|) Iterations Total H Total O = = = = = = = = = = = = = = = 8.587 12.965 226 0.99937 1.000 3.779e-003 1.000e+000 2.502e-003 2.385e-003 14.500 -7.321e-015 -0.00 14 1.110145e+002 5.551475e+001 • • • • • • • • • • • • • • • ----------------------------Addition of Pyrite-------------------------pH pe Specific Conductance (uS/cm, 14 oC) Density (g/cm3) Activity of water Ionic strength Mass of water (kg) Total alkalinity (eq/kg) Total CO2 (mol/kg) Temperature (deg C) Electrical balance (eq) Percent error, 100*(Cat-|An|)/(Cat+|An|) Iterations Total H Total O = 7.074 = 0.250 = 263 = 0.99938 = 1.000 = 4.666e-003 = 1.000e+000 = 3.082e-004 = 3.301e-004 = 14.500 = 3.705e-018 = 0.00 = 16 = 1.110130e+002 = 5.551303e+001 • • • • • • • • • ------------------------------ Sparging with Air- ----------------------------Phase Alunite Calcite Fe(OH)3(a) Melanterite Pyrite Smithsonite Strontianite Zn(OH)2(e) SI log IAP log KT -6.11 -6.16 -0.06 KAl3(SO4)2(OH)6 0.69 -7.74 -8.43 CaCO3 1.43 6.32 4.89 Fe(OH)3 -20.78 -23.13 -2.35 FeSO4:7H2O -256.73 -275.51 -18.78 FeS2 -0.86 -10.74 -9.88 ZnCO3 -1.19 -10.47 -9.28 SrCO3 -0.55 10.95 11.50 Zn(OH)2 • ------------------------------ Addition of Pyrite- ----------------------------- • Phase • • • • • • • • Alunite Calcite Fe(OH)3(a) Melanterite Pyrite Smithsonite Strontianite Zn(OH)2(e) SI log IAP 4.31 -1.79 -3.67 -7.68 -40.46 -2.32 -3.68 -2.60 4.26 -10.22 1.23 -10.02 -59.24 -12.21 -12.95 8.90 log KT -0.06 KAl3(SO4)2(OH)6 -8.43 CaCO3 4.89 Fe(OH)3 -2.35 FeSO4:7H2O -18.78 FeS2 -9.88 ZnCO3 -9.28 SrCO3 11.50 Zn(OH)2 Problems with my modeling • Could not make it work if I added the aqueous Fe I would need to. • Doesn’t specify how much FeS2 should be added to the soil . • A pH –below 8.1 may have dissolved some calcite and brought more heavy metals into solution. Citations • Roadcap, S. G., Walton, R. K., Bethke, M. C. (2005). Geochemistry of extremely alkaline (pH > 12) ground water in slag-fill aquifers Ground Water, 43 (6), 806-816.