Title: P1258791372wcEQp
1Numerical evaluation of multicomponent cation
exchange reactive transport in heterogeneous
media
School of Civil Engineering University of La
Coruña A Coruña, Spain Now at Utah State
Univ. USA
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3Outline
- Introduction why cation exchange?
- Mathematical formulation of cation exchange RT
- Montecarlo simulation of multicomponent cation
exchange - Setup
- Model simulations
- Analysis of temporal and spatial moments
- Arrival time
- Second order
- Apparent retardation coefficients
- Conclusions
4Introduction
Background
- Some radionuclides (Cs) sorb by cation exchange
- Mass transfer by cation exchange is highly
nonlinear - A few analytical solutions for particular cases
are reported in the literature (Charbeneau, 1988,
Dou et al., 1996) - Most of these analytical solutions are for simple
cases and often neglect hydrodynamic dispersion - Semianalytical analytical solutions using a
first-order Taylor expansion of exchange
equations (Samper Yang, 2007) - There is a need to extend current analytical
solutions
5Stochastic analysis for heterogeneous media
Background
- Natural aquifers are heterogeneous in different
scales - K, Kd and CEC can be treated as spatial random
functions - A lot of research has been done for a single
sorbing species in heterogeneous systems (K Kd) - Less attention has been paid to cation exchange
reactive transport in heterogeneous aquifers - Possible approaches
- Use existing stochastic analytical solutions
- valid for trace concentrations (Yang Samper,
2006) - Perform Montecarlo simulations
6Cation exchange
- Dissolved free cations exchange with interlayer
cations - It can be described as an equilibrium reaction
between a dissolved cation and an exchange site - The equilibrium constant is the selectivity
coefficient
7Analytical solution for cation exchange RT
Mathematical formulation
- Transport equations of dissolved cations
- Cation exchange mass action law
(Gaines-Thomas)
- Constraint on equivalent fractions
8Analytical solution for cation exchange RT
Mathematical formulation
- Cation exchange reactions
(Gaines-Thomas)
9Stochastic analysis for heterogeneous media
Case description
Numerical simulation
- Vertical cross-section
- Mean longitudinal hydraulic gradient-0.1
- Initial water 1 mM NaNO3 and 0.2 mM KNO3
- Boundary water 0.6 mM CaCl2.
- Selectivity coefficients kNa/K0.2, kNa/Ca0.4
- Simulations performed with CORE (Samper et al.,
2003 2007)
10Breakthrough curves of Cl, K, Ca and Na
11Stochastic analysis for heterogeneous media
Numerical simulation
Spatial moments calculation
- Continuous injection
- Depth averaged concentrations
- Single realization
- Moments are computed from spatial derivatives of
concentrations qi(x,t)
First-order spatial moment
Second-order spatial moment
Cation apparent velocity
Apparent retardation coefficient
12Stochastic analysis for heterogeneous media
Numerical simulation
Monte-Carlo simulation
Groups
A Only Log-K is random B Only Log-CEC is
random C Uncorrelated log K and log CEC D
Positive correlation E Negative correlation
GCOSIM3D (Gómez-Hernández, 1993)
Log-K and Log-CEC are random Gaussian functions
with isotropic spherical semivariograms small
correlation length
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14Breakthrough curves of Cl, K, Ca and Na
15Stochastic analysis for heterogeneous media
Numerical simulation
Spatial distribution
Homogeneous K CEC
16Stochastic analysis for heterogeneous media
Numerical simulation
Spatial distribution
Only Log-K is random
Variance of Log-K1.0
Variance of Log-K0.1
17Stochastic analysis for heterogeneous media
Numerical simulation
Spatial distribution
Only Log-CEC is random
Variance of Log-CEC1.0
Variance of Log-CEC0.1
18Stochastic analysis for heterogeneous media
Numerical simulation
Spatial distribution
Both Log-K and Log-CEC are random Variances are
0.5 and 1 for Log-K and Log-CEC
Positive correlation
Negative correlation
19Stochastic analysis for heterogeneous media
Random Log-K and Log-CEC with spherical
variograms of range 10
20Stochastic analysis for heterogeneous media
Simulations results for negatively correlated
logK and log CEC
21Breakthrough curves of Cl, K, Ca and Na
22Spatial moments 1st moments
Displacement of center of mass Xi(t)
- Different Var of logK
- The greater the variance of log K, the larger the
displacement of plume fronts
23Spatial moments 1st moments
Displacement of center of mass Xi(t)
- Different Variance of CEC
- The greater the variance of log CEC, the smaller
the displacement of plume fronts of Na and Ca
24Spatial moments 1st moments
Displacement of center of mass Xi(t)
- Different correlation structures of log K and log
CEC - Displacements of plume fronts for negative
correlation are larger than those for positive
correlation
25Spatial moments 2nd moments
- Different variance of log K
- The greater the variance of log K, the larger the
2nd order moments
26Spatial moments 2nd moments
- Different variance of CEC
- The greater the variance of log CEC, the larger
the 2nd order moments
27Spatial moments 2nd moments
- Different correlations of log K and log CEC
- Larger spreading for negative correlation for Ca
- Larger spreading for negative correlation for Na
28Apparent retardation coefficients
- Different variance of log K
- R(t) does not change a lot when variance of log K
increases from 0.1 to 0.5
29Apparent retardation coefficients
- Different variance of log CEC
- R(t) increases with the variance of log CEC
30Apparent retardation coefficients
- Different correlation structures of log K and
log CEC - R(t) is largest for uncorrelated log K and log
CEC
31Conclusions
- Spatial moments and apparent velocity of Na are
significantly different from those of Ca2 - First order spatial moment and apparent velocity
- Increase with increasing variance of log-K, but
decrease with increasing variance of log-CEC.
They also depend on correlation structures of
(log-K log-CEC) - Second-order spatial moments
- Increase with time
- Depend on variances of Log-K Log-CEC and their
correlation structure - Apparent retardation factors
- Depend on variance of log CEC and correlation
structure, but much les on variance of log K
32Acknowledgments
- ENRESA
- Universidad
- de A Coruña
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