watershed & water quality modeling technical support center wasp7 course metals modeling summary...
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Watershed & Water Quality Modeling Technical Support CenterWatershed & Water Quality Modeling Technical Support Center
WASP7 Course
Metals ModelingMetals Modeling
Summary of Process Equations Summary of Process Equations and Model Input Dataand Model Input Data
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Summary of Significant Heavy Summary of Significant Heavy Metal ReactionsMetal Reactions
MetalMetal AsAs BaBa CdCd CuCu HgHg PbPb SeSe ZnZn
Anion ExchangeAnion Exchange
Sorption PotentialSorption Potential
Acid-Base HydrolysisAcid-Base Hydrolysis Complexation: Complexation:
with Inorganic Ligandswith Inorganic Ligands
with Organic Ligandswith Organic Ligands
Oxidation, Reduction Oxidation, Reduction (kinetic)(kinetic)
Methylation Methylation (kinetic)(kinetic)
From Schnoor, et al., 1987.
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Speciation of Metals in Aquatic EnvironmentSpeciation of Metals in Aquatic Environment
Free Ion
Total Metal
Soluble Complexes with Organic Ligands
Precipitates
Adsorbed Species
• Adsorption/Coprecipitation on hydrous iron/manganese oxides
•Ion Exchange
•Adsorption to clays, silicates, other minerals
•Adsorption to organic solids
Soluble Complexes with Inorganic Ligands
From Felmy, et al., 1985.
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Metals AdsorptionMetals Adsorption
• An “adsorption reaction” is a reaction An “adsorption reaction” is a reaction between a solute ion and a functional between a solute ion and a functional group (site) on a solid surface.group (site) on a solid surface.
• Important in attenuating dissolved metal Important in attenuating dissolved metal concentration.concentration.
• Use MINTEQA2 with adsorption reactions Use MINTEQA2 with adsorption reactions to calculate the distribution coefficient to calculate the distribution coefficient between adsorbed and dissolved phases.between adsorbed and dissolved phases.
From Allison and Allison, 2004. MINTEQ course notes.
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Adsorption in MINTEQA2Adsorption in MINTEQA2
• Are analogous to coordination reactions in Are analogous to coordination reactions in solution.solution.
• Obey mass laws (mass action)Obey mass laws (mass action)• Include both physical and chemical solute-Include both physical and chemical solute-
surface interactions (van der Waals forces, surface interactions (van der Waals forces, electrostatic attraction, valency forces).electrostatic attraction, valency forces).
• Can be written as chemical “reactions” Can be written as chemical “reactions” regardless of the mechanism.regardless of the mechanism.
• Are thermodynamically distinct from solution Are thermodynamically distinct from solution reactions only when an electrostatic term is reactions only when an electrostatic term is computed and applied separately.computed and applied separately.
In MINTEQA2, adsorption reactions:
From Allison and Allison, 2004. MINTEQ course notes.
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Adsorption Options in MINTEQA2Adsorption Options in MINTEQA2
• Linear Partitioning modelLinear Partitioning model
• Freundlich IsothermFreundlich Isotherm
• Langmuir IsothermLangmuir Isotherm
• Surface Complexation models:Surface Complexation models:– Diffuse layer (i.e., MIT Two-Layer model)– Constant Capacitance– Triple Layer
• Ion Exchange modelIon Exchange modelFrom Allison and Allison, 2004. MINTEQ course notes.
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Linear, Freundlich, and Langmuir Linear, Freundlich, and Langmuir Equations for: Equations for:
• Linear Partitioning:Linear Partitioning:– Activity Kd Model
• Freundlich Isotherm:Freundlich Isotherm:– Activity Freundlich Model
• Langmuir Isotherm:Langmuir Isotherm:
XM
MXK actf '
,
MXXM
MK
MK
actL
actL
,
,max 1
From Allison and Allison, 2004. MINTEQ course notes.
XM
MXK actd '
,
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Sorption Model ComparisonSorption Model ComparisonComparison of Linear, Freundlich, & Langmuir Isotherms
(after Stumm and Morgan, 1996; Morel, 1983)
From Allison and Allison, 2004. MINTEQ course notes.
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Lumped Metals Partition EquationLumped Metals Partition Equation
Adsorbed Species
• Adsorption/Coprecipitation on hydrous iron/manganese oxides
•Ion Exchange
•Adsorption to clays, silicates, other minerals
•Adsorption to organic solids
Free Ion
Total Metal
Soluble Complexes with Organic Ligands
PrecipitatesSoluble Complexes
with Inorganic Ligands
Cd, mg/L
Cs, mg/L
d
sD CM
CK
M, kg/L
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surface water
pore water
QIN
NPS QNPS
CNPS
adsorption/precipitation
desorption/dissolution
PS T or PS QT (hard inputs)
CT
depositionscourdispersion(calibration)
CD CP
CD CPbed sediment
QOUT
GW QGW hard input
CGW
Q
MPS
calibrationhigh flows( )
hard input or fcn of v and size
calibrationhigh flows( )
hard input inheadwaters( )
calibrationlow flows( )
(calibration)
adsorption
desorption
KD
KD
(calibration)
WASP Non-Reactive Metals Processes
From Caruso, 2005. CREM presentation
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Selection of TOXI Module for Selection of TOXI Module for Simulating MetalsSimulating Metals
• Non-Reactive Metals: Non-Reactive Metals: Simple Toxicant ModuleSimple Toxicant Module
– Ag, Ba, Be, Cd, Co, Cu, Mo, Ni, Pb, Sb, Tl, V, Zn– As, Cr, Se, Sn (if redox kinetics data unavailable)
• Reactive Metals: Reactive Metals: Non-Ionizing Toxicant ModuleNon-Ionizing Toxicant Module
– As, Cr, Se, Sn (if redox kinetics data available)
• Mercury: Mercury: Mercury ModuleMercury Module
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Metals Data SpecificationMetals Data SpecificationSimple Toxicant ModuleSimple Toxicant Module
• ConstantsConstants– Log 10 partition coefficient to DOC, log (L/kg)– Partition coefficient to silts and fines, L/kg– Partition coefficient to sands, L/kg– Partition coefficient to organic solids, L/kg
• ParametersParameters– Dissolved organic carbon, mg/L– Partition coefficient to silts and fines, L/kg– Partition coefficient to sands, L/kg– Partition coefficient to organic solids, L/kg
(KD values for constants, if any, take precedence over parameters)
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Metals Data SpecificationMetals Data SpecificationNon-Ionizing Toxicant ModuleNon-Ionizing Toxicant Module
• ConstantsConstants– Log 10 partition coefficients to DOC, log (L/kg)– Partition coefficients (to silts and fines, to sands, and to
organic solids), L/kg– Oxidation rate constants (diss, sorb, DOC), M-1day-1 (or 1.0)– Oxidation mass yield coefficient (g/g)– Reduction rate constants (diss, sorb, DOC), M-1day-1 (or 1.0)– Reduction mass yield coefficient (g/g)
• ParametersParameters– Dissolved organic carbon, mg/L– Oxidant concentration, M, (or rate constant, day-1)– Reductant concentration, M, (or rate constant, day-1)
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MetalMetal Soil*Soil* Suspended Suspended Matter*Matter*
Sediment*Sediment* DOC*DOC*
Ag(I)Ag(I) 1.0 / 1.0 / 2.62.6 / 4.5 / 4.5 4.4 / 4.4 / 4.94.9 / 6.3 / 6.3 2.1 / 2.1 / 3.63.6 / / 5.85.8
As(III,V)As(III,V) 0.3 / 0.3 / 3.43.4 / 4.3 / 4.3 2.0 / 2.0 / 4.04.0 / 6.0 / 6.0 1.6 / 1.6 / 2.52.5 / / 4.34.3
Ba(II)Ba(II) 0.7 / - / 3.40.7 / - / 3.4 2.9 / 2.9 / 4.04.0 / 4.5 / 4.5
Be(II)Be(II) 1.7 / 1.7 / 3.13.1 / 4.1 / 4.1 2.8 / 2.8 / 4.14.1 / 6.8 / 6.8
Cd(II)Cd(II) 0.1 / 0.1 / 2.92.9 / 5.0 / 5.0 2.8 / 2.8 / 4.74.7 / 6.3 / 6.3 0.5 / 0.5 / 3.63.6 / / 7.37.3
3.4 / 3.4 / 5.25.2 / / 5.55.5
Co(II)Co(II) -1.2 / -1.2 / 2.12.1 / 4.1 / 4.1 3.2 / 3.2 / 4.74.7 / 6.3 / 6.3 2.9 / 2.9 / 3.33.3 / / 3.63.6
2.9 / 2.9 / 4.54.5 / / 4.84.8
Partition Coefficients by Media(log KD in L/kg)
* Low / Median / HighFrom Allison and Allison, 2005
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MetalMetal Soil*Soil* Suspended Suspended Matter*Matter*
Sediment*Sediment* DOC*DOC*
Cr (III)Cr (III) 1.0 / 1.0 / 3.93.9 / 4.7 / 4.7 3.9 / 3.9 / 5.15.1 / 6.0 / 6.0 - / - / 4.54.5 / - / -
Cr (VI)Cr (VI) -0.7 / -0.7 / 1.11.1 / 3.3 / 3.3
Cu(II)Cu(II) 0.1 / 0.1 / 2.72.7 / 3.6 / 3.6 3.1 / 3.1 / 4.74.7 / 6.1 / 6.1 0.7 / 0.7 / 4.24.2 / / 6.26.2
2.5 / 2.5 / 5.55.5 / / 7.07.0
Hg(II)Hg(II) 2.2 / 2.2 / 3.83.8 / 5.8 / 5.8 4.2 / 4.2 / 5.35.3 / 6.9 / 6.9 3.8 / 3.8 / 4.94.9 / / 6.06.0
5.3 / 5.3 / 5.35.3 / / 5.65.6
CHCH33HgHg++ 1.3 / 1.3 / 2.82.8 / 4.8 / 4.8 4.2 / 4.2 / 5.45.4 / 6.2 / 6.2 2.8 / 2.8 / 3.63.6 / / 5.05.0
Mo(VI)Mo(VI) -0.2 / -0.2 / 1.11.1 / 2.7 / 2.7 - / - / 2.52.5 / - / -
* Low / Median / High
Partition Coefficients by Media(log KD in L/kg)
From Allison and Allison, 2005
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MetalMetal Soil*Soil* Suspended Suspended Matter*Matter*
Sediment*Sediment* DOC*DOC*
Ni(II)Ni(II) 1.0 / 1.0 / 3.13.1 / 3.8 / 3.8 3.5 / 3.5 / 4.64.6 / 5.7 / 5.7 - / - / 4.04.0 / - / - 4.7 / 4.7 / 5.15.1 / / 5.45.4
Pb(II)Pb(II) 0.7 / 0.7 / 4.24.2 / 5.0 / 5.0 3.4 / 3.4 / 5.65.6 / 6.5 / 6.5 2.0 / 2.0 / 5.15.1 / / 7.07.0
3.8 / 3.8 / 5.05.0 / / 5.65.6
Sb(III,V)Sb(III,V) 0.1 / 0.1 / 2.42.4 / 2.7 / 2.7 2.5 / 2.5 / 4.04.0 / / 4.84.8
2.7 / - / 4.32.7 / - / 4.3
Se(VI)Se(VI) -0.3 / -0.3 / 1.01.0 / 2.4 / 2.4 3.1 / - / 4.73.1 / - / 4.7 - / - / 3.63.6 / - / -
Sn(II)Sn(II) 2.1 / 2.1 / 2.92.9 / 4.0 / 4.0 4.9 / 4.9 / 5.65.6 / 6.3 / 6.3 - / - / 4.74.7 / - / -
Tl(I)Tl(I) 3.0 / 3.0 / 3.23.2 / / 3.53.5
* Low / Median / High
Partition Coefficients by Media(log KD in L/kg)
From Allison and Allison, 2005
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MetalMetal Soil*Soil* Suspended Suspended Matter*Matter*
Sediment*Sediment* DOC*DOC*
V(V)V(V) 1.1 / - / 2.71.1 / - / 2.7
Zn(II)Zn(II) -1.0 / -1.0 / 3.13.1 / 5.0 / 5.0 3.5 / 3.5 / 5.15.1 / 6.9 / 6.9 1.5 / 1.5 / 3.73.7 / / 6.26.2
4.6 / 4.6 / 4.94.9 / / 6.46.4
CNCN-- 0.7 / 0.7 / 3.03.0 / 3.6 / 3.6
* Low / Median / High
Partition Coefficients by Media(log KD in L/kg)
From Allison and Allison, 2005
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ReferencesReferences
• Allison, J.D., and Allison, T.L. 2004., MINTEQA2 Allison, J.D., and Allison, T.L. 2004., MINTEQA2 Geochemial Speciation Workshop. Allison Geoscience Geochemial Speciation Workshop. Allison Geoscience Consultants, Inc., Buford, GA.Consultants, Inc., Buford, GA.
• Allison, J.D., and Allison, T.L., 2005. Partition Allison, J.D., and Allison, T.L., 2005. Partition Coefficients for Metals in Surface Water, Soil, and Coefficients for Metals in Surface Water, Soil, and Waste. U.S. EPA, Athens, GA. EPA/600/R-05-074.Waste. U.S. EPA, Athens, GA. EPA/600/R-05-074.
• Caruso, B. S., 2005. Caruso, B. S., 2005. Modeling Metals Fate and Transport in the Upper Tenmile Creek Watershed Mining Area, Montana. CREM Presentation.
• Felmy, A. et al., 1985. MINTEQ – A Computer Program Felmy, A. et al., 1985. MINTEQ – A Computer Program for Calculating Aqueous Geochemical Equilibria. U.S. for Calculating Aqueous Geochemical Equilibria. U.S. EPA, Athens, GA. EPA/600/3-84-032.EPA, Athens, GA. EPA/600/3-84-032.
• Schnoor, J.L., et al., 1987. Processes, Coefficients, and Schnoor, J.L., et al., 1987. Processes, Coefficients, and Models for Simulating Toxic Organics and Heavy Metals Models for Simulating Toxic Organics and Heavy Metals in Surface Waters. U.S. EPA, Athens, GA. EPA/600/3-in Surface Waters. U.S. EPA, Athens, GA. EPA/600/3-87-015.87-015.