INTRODUCTION TO GEOCHEMICAL AND REACTIVE TRANSPORT MODELING. Ondra Sracek

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Transcription:

INTRODUCTION TO GEOCHEMICAL AND REACTIVE TRANSPORT MODELING Ondra Sracek

Principal types of geochemical modeling: 1. Speciation (for exemple, for lead); 2. Inverse geochemical modeling; 3. Direct geochemical modeling; 4. Reactive transport modeling (for example, with oxidation of pyrite, organic matter decay etc.); A standard program, which includes all types of modeling indicated above, is PHREEQC-2 (Parkhurst and Appelo, 1999; available from U.S. Geological Survey), but includes only transport in 1-D; there are programs like PHT3D and PHAST, which couple PHREEQC-2 and a program of transport in 3-D (generally MT3D);

ad (1) can be performed with only one sample of water, program divides total concentrations between free ions and complexes, for example, lead can present as: Pb total = Pb 2+ + PbSO 40 + PbHCO 3+ + PbCO 30 etc. and calculates saturation indices SI for different minerals, for example SI gypsum for mineral gypsum SI gypsum = [Ca 2+ ] [SO 4 2- ]/K sp where K sp is solubility product for specified temperature and [ ] are activities SI = 0 equilibrium SI < 0 undersaturation, a mineral can dissolve SI > 0 supersaturation, a mineral can precipite problems: kinetic factors are not considered, there can be precipitation of solid solutions instead of pure mineral phases, in most cases data for formation of organic complexes are not available;

Exemple: speciation of arsenic-input DATABASE C:\PROGRAM FILES\USGS\PHREEQC INTERACTIVE 2.8\phreeqc.dat SOLUTION 1-1 temp 11.1 ph 6.87 pe 1.39 redox pe units mg/kgw Alkalinity 138.1 as HCO3 Cl 5.37 S 169.54 as SO4 P 0.026 as HPO4 Na 16.3 K 5.13 Mg 24.44 Ca 50.46 Fe 9.27 Mn 0.445 Al 1.32 Si 15 As 0.091 Zn 0.083 N(5) 0.9 as NO3 N(-3) 0.46 as NH4

Exemple: continuation SOLUTION_MASTER_SPECIES As H3AsO4-1.0 74.9216 74.9216 As(+3) H3AsO3 0.0 74.9216 As(+5) H3AsO4-1.0 74.9216 SOLUTION_SPECIES 1 # Do not change this number it is used by the program! H3AsO4 = H3AsO4 log_k 0 delta_h 0 kcal H3AsO4 + 2e- + 2H+ = H3AsO3 + H2O log_k 19.444 delta_h -30.015 kcal........ PHASES Scorodite FeAsO4:2H2O = Fe+3 + AsO4-3 + 2H2O log_k -20.249 Arsenolite As4O6 + 6H2O = 4H3AsO3 log_k -2.801 delta_h 14.330 kcal..

Exemple-output: Species Molality Activity log Molality log Activity log Gamma Al 4.892e-05 Al(OH)4-3.688e-05 3.352e-05-4.433-4.475-0.042 Al(OH)2+ 8.492e-06 7.717e-06-5.071-5.113-0.042 Al(OH)3 2.729e-06 2.734e-06-5.564-5.563 0.001 As(3) 8.084e-08 H3AsO3 8.062e-08 8.078e-08-7.094-7.093 0.001 H2AsO3-2.268e-10 2.061e-10-9.644-9.686-0.042 H4AsO3+ 5.941e-15 5.399e-15-14.226-14.268-0.042 HAsO3-2 9.430e-16 6.432e-16-15.025-15.192-0.166 AsO3-3 2.638e-22 1.116e-22-21.579-21.953-0.374 As(5) 1.134e-06 HAsO4-2 7.007e-07 4.780e-07-6.154-6.321-0.166 H2AsO4-4.330e-07 3.935e-07-6.363-6.405-0.042 AsO4-3 1.484e-11 6.273e-12-10.829-11.203-0.374 etc.

Exemple-output (continuation): Phase SI log IAP log KT Al(OH)3(a) 1.09 12.84 11.75 Al(OH)3 Albite 0.46-18.47-18.93 NaAlSi3O8 Alunite 7.63 8.03 0.40 KAl3(SO4)2(OH)6 Anhydrite -1.77-6.10-4.33 CaSO4 Anorthite 0.86-19.27-20.13 CaAl2Si2O8 Aragonite -1.19-9.45-8.26 CaCO3 Arsenolite -25.06-28.37-3.31 As4O6 As2S3(am) -108.19-155.18-46.99 As2S3 Calcite -1.04-9.45-8.41 CaCO3 etc.

ad (2) inverse geochemical modeling is used for interpretation of processes, which have already happened, we enter chemistry of water at 2 hydraulically connected points and composition of solid phase between these points; program produces reactions, which may explain changes of water chemistry: Water 1 + reactants = Water 2 + products Problems: stoichiometry of minerals in solid phase is not often well known, solution may be non-unique and program produces several possible models;

Exemple: data from PRB, Milovice, Czech Republic DATABASE C:\PROGRAM FILES\USGS\PHREEQC INTERACTIVE 2.8\phreeqc.dat TITLE PRB-inverse modeling 0-21 cm SOLUTION 1 Entry units mg/kgw temp 13.2 ph 7.33 pe 5.427 Alkalinity 402.6 as HCO3 Ca 169 Na 18.4 Cl 55 Fe 1.2 N(5) 12 density 1 SOLUTION 2 Outflow units mg/kgw temp 12.4 ph 7.56 pe -2.797 Alkalinity 317.2 as HCO3 Ca 131 Na 18.2 Cl 53 Fe 42 N(5) 0.1 density 1

Exemple (continuation): INVERSE_MODELING -solutions 1 2 -uncertainty 0.149 -range -balances ph 0.1 Na Cl -phases calcite precip siderite precip Fe dissolv N2(g) precip H2(g) precip Fe6(OH)12CO3 precip PHASES Fe Fe + 2.0H2O = 1.0Fe++ + 2.0OH- + H2 -log_k 0 Fe6(OH)12CO3 Fe6(OH)12CO3 + 12.0H+ = 4.0Fe++ + 2.0Fe+++ + 1.0CO3-2 + 12.0H2O log_k -376 END

Exemple-output (transfer coeffcients in mmol/l): Phase mole transfers: Minimum Maximum Calcite -1.829e-03-2.009e-03-1.449e-03 Fe 1.916e-03 1.640e-03 2.205e-03 N2(g) -4.248e-04-4.892e-04-3.604e-04 Fe6(OH)12CO3-2.163e-04-2.629e-04-1.572e-04 Redox mole transfers: Fe(3) -4.150e-04 H(0) 3.833e-03 N(0) -8.496e-04

ad (3) this type of modeling is used for prediction of water chemistry, we enter initial water composition and reactive phases (minerals, gases etc.), then program calculates predicted water chemistry: Water 1 + reactants = Predicted water 2 + products Problems: as in case (1), kinetic data are often missing and also adsorption data are frequently limited; this modeling can be performed in batch mode or in column mode, but modeling in column mode already belongs to group (4), e.g., to the modeling of reactive transport;

Exemple-neutralization of AMD by calcite: input SOLUTION 1-1 temp 11.1 ph 2.4 pe 10.2 redox pe units mmol/kgw S(6) 14.95 Na 0.2 Mg 1.1 Fe 6.3 Al 1.32 EQUILIBRIUM_PHASES Calcite 0 10 Gypsum 0 0 Fe(OH)3(a) 0 0 Siderite 0 0 END

Output: Moles in assemblage Phase SI log Initial Final Delta Calcite 0.00 1.000e+01 9.986e+00-1.443e-02 Fe(OH)3(a) 0.00 0.000e+00 9.554e-05 9.554e-05 Gypsum -0.02 0.000e+00 0.000e+00 Siderite 0.00 0.000e+00 6.139e-03 6.139e-03 ph = 6.709 pe = 2.828 Elements Molality Al 1.320e-03 C 8.293e-03 Ca 1.443e-02 Fe 6.517e-05 Mg 1.100e-03 Na 2.000e-04 S 1.495e-02

ad (4) in this case geochemical module is connected to transport module; so called split operator approach is used: advectiondispersion equation (ADE) is solved first and then geochemical step calculation is performed, there are special reactive transport programs (TOUGH AMD, SULFIDOX etc.) which may include, for example, oxidation of pyrite or decay of organic matter; A necessary condition: flow parameters (flow direction, velocity) has to be determined before reactive transport modeling!

Exemple-cation exchange in a column, input: TITLE Transport and ion exchange. SOLUTION 0 CaCl2 units mmol/kgw temp 25.0 ph 7.0 charge pe 12.5 O2(g) -0.68 Ca 0.6 Cl 1.2 SOLUTION 1-40 Initial solution for column units mmol/kgw temp 25.0 ph 7.0 charge pe 12.5 O2(g) -0.68 Na 1.0 K 0.2 N(5) 1.2 EXCHANGE 1-40 equilibrate 1 X 0.0011 PRINT -reset false SELECTED_OUTPUT -file ex11adv.sel -totals Na Cl K Ca

Exemple-input (continuation): TRANSPORT -cells 40 -length 0.002 -shifts 120 -time_step 720.0 -flow_direction forward -boundary_cond flux flux -diffc 0.0e-9 -dispersivity 0.002 -correct_disp true -punch 40 -punch_frequency 1 -print 40 -print_frequency 20 END

Exemple-output for the end of column (1 pore volume, PV)

CONCLUSIONS - Speciation modeling is used for calculation of free ions, complexes, and saturation indices values, it requires good thermodynamic database; - inverse geochemical modeling is used for interpretation of water chemistry changes between hydraulically connected points, data on solid phase composition are necessary; - direct geochemical modeling is used for prediction of water chemistry after pre-determined reactions, can be performed in batch or in column (this is already reactive transport modeling);