STOMP

Aqueous Species Card Options (-R)

Effective Diffusion Function Options

The diffusion coefficient is the proportionality factor in Fick's law that relates the diffusive transport flux to the gradient in solute concentration. Diffusion results in mass transport from regions of high solute concentration to regions of lower concentration and occurs as a result of the random thermal motion (Brownian motion) of molecules and atoms. In the constrained geometry of a porous medium, the effective diffusion coefficient is reduced compared to the diffusion coefficient in free aqueous solution. The functional relationship between the effective aqueous diffusion coefficient and the free-aqueous diffusion coefficient can be specified with one of the following options:

Conventional

In a saturated porous medium, the cross-sectional area available for diffusion in the aqueous phase is reduced by the porosity. In unsaturated porous media there is an additional reduction in cross-sectional area available for diffusion as a result of the reduced volumetric water content. This the default option for ECKEChem. The default effective diffusion coefficient is 0.

Symbols

effective diffusion coefficient, m2/s
free water diffusion coefficient, m2/s
aqueous phase tortuosity
actual aqueous liquid saturation
diffusive porosity
 
Constant

The constant molecular diffusion option assumes that the effective diffusion coefficient in the porous media is equal to the free-water diffusion coefficient. For most simple aqueous species the free-water diffusion coefficient is about 10-5 cm2/s (10-9 m2/s).

Symbols

effective diffusion coefficient, m2/s
free water diffusion coefficient, m2/s
 
Empirical

This option uses the empirical formulation of Kemper et al., 1966.

Symbols

effective diffusion coefficient, m2/s
free water diffusion coefficient, m2/s
actual aqueous liquid saturation
diffusive porosity
fitting coefficient
fitting coefficient
 
Power

This option follows the power function described in Campbell, 1985.

Symbols

effective diffusion coefficient, m2/s
free water diffusion coefficient, m2/s
actual aqueous liquid saturation
diffusive porosity
fitting coefficient
fitting coefficient


Activity Coefficient Model Options

The thermodynamic activities of aqueous solute species are usually defined on the basis of molalities. Thus, they can be described by the product of their molal concentrations and their molal activity coefficients. The activity coefficients are complex functions of the composition of the aqueous solution. In electrolyte solutions, the activity coefficients are influenced mainly by electrical interactions. Much of their behavior can be correlated in terms of the ionic strength, defined by:

Symbols

ionic strength
molal concentration of species i
electrical charge of species i

 

The three basic options for computing the activity coefficients of aqueous species in STOMP are models based respectively on the Davies equation, the “B-dot” equation of Helgeson , and Pitzer’'s equations. The Davies and B-dot equations, are only useful in dilute solutions up to ionic strengths of 1 molal. The Pitzer model is useful in highly concentrated as well as dilute solutions, but is limited in terms of the components that can be treated. A constant activity coefficient model is also available, where the activity coefficients for all species may be set to a constant value.

Constant

If the constant coefficient option is chosen then the species charge, diameter, molecular weight inputs are not required.

Davies

The Davies (1962) equation is normally only used for temperatures close to 25°C. It is only accurate up to ionic strengths of a few tenths molal in most solutions.

Symbols

molal activity coefficient of species i
Debye-Huckel parameter
ionic strength
electrical charge of species i

Bdot

The B-dot equation of Helgeson (1968) is parameterized from 0°C to 300°C for solutions of up to 3 molal ionic strength in which NaCl is the dominant solute.

Symbols

molal activity coefficient of species i
electrical charge of species i
ionic strength
ion size parameter for species i
B-Dot equation coefficient (vary with temperature)
B-Dot equation coefficient (vary with temperature)
B-Dot equation coefficient (vary with temperature)

Pitzer

The Pitzer activity coefficient algorithm is based on a virial expansion (Pitzer, 1991), which reduces to a modified form of the Debye-Huckel formulation at low ionic strength. The virial expansion involves a sum over all possible binary and ternary short-range interaction terms.

The expansion coefficients Bij(I) and Cijk are determined through extensive experimental measurement over a range of pressure and temperature conditions.

Symbols

molal activity coefficient of species i
modified form of Debye-Huckel activity coefficients
molality of the i-th species
expansion coefficients
expansion coefficients

References

Campbell, G.S. 1985. “Soil Physics with BASIC,” In Developments in Soil Science 14, Elsevier Science Publishers B.V., New York, New York.

 Davies, C.W. 1962. Ion Association. London: Butterworths. pp. 37–53.

Helgeson, H. C. 1968. “Evaluation of irreversible reactions in geochemical processes involving minerals and aqueous solutions– I. Thermodynamic relations.” Geochimica et Cosmochimica Acta, 32, 853–877. New York, New York: Pergamon Press.

Kemper, W. D. and J.C. van Schaik. 1966. “Diffusion of salts in clay-water systems.” Soil Sci. Soc. Amer. Proc., 30:534-540.

Pitzer, K.S. (editor). 1991. Activity coefficients in electrolyte solutions (2nd ed.). C.R,C. Press. ISBN 0-8493-5415-3.  Chapter 3. *Pitzer, K.S. Ion interaction approach: theory and data correlation, pp. 75–153.

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