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Pore-scale modeling of reactive and non-reactive transport: Upscaling and multiscale hybrid
modeling
Timothy Scheibe Pacific Northwest National Laboratory
Computational Methods in Water ResourcesJuly 2008
Presentation Outline
Motivation – Two Example ProblemsPore-Scale Modeling
Computational Fluid Dynamics
Smoothed Particle Hydrodynamics
UpscalingPore-to-Darcy Scaling with Nonlinearity
Error Analysis
Hybrid ModelingA Two-Scale SPH Model of Diffusion and Reaction
Coupling Particle and Mesh Methods
Motivation – Mass Transfer Controls on Transport of Uranium
Uranium historically disposed to trenches and ponds at the Hanford Site 300 Area (1943-1994)After initial sharp decline, the plume has persisted at near-constant concentrations and extent
Motivation – Mass Transfer Controls on Transport of Uranium
Subsequent studies have shown that uranium is in the form of mineral precipitates in intragranular fractures in a small fraction (4%) of grains and its transport is controlled by kinetics of dissolution and diffusion-limited mass transfer.
Back-scattered electron SEM images showing intragrain distribution of U(VI) precipitates (white) within a feldspar grain.
Liu, C. X., Zachara, J. M., Yantasee, W., Majors, P. D. & McKinley, J. P. Microscopic reactive diffusion of uranium in the contaminated sediments at Hanford, United States. Water Resources Research 42 (2006).
Motivation – Mass Transfer Controls on Transport of Uranium
Upscaling Issues:Spatial distribution of grains with uranium precipitates (relative to dominant flow paths)
Effective mass transfer rates related to dissolution and diffusion rates within microfractures (with non-linear dissolution reaction kinetics)
Dispersion in complex pore geometry
Local (reacting) concentrations do not equal bulk (average) concentrations
Motivation – Mixing-Controlled Precipitation Reaction
Interest in controlling calcium carbonate precipitation for in-situ sequestration of strontium (Fujita et al. 2004)
Fujita, Y., G. D. Redden, J. C. Ingram, M. M. Cortez, F. G. Ferris, and R. W. Smith, Strontium incorporation into calcite generated by bacterial ureolysis, Geochim. et Cosmochim. Acta, 68(15): 3261-3270, 2004.
Na2CO3 CaCl2
Motivation – Mixing-Controlled Precipitation Reaction
Scaling Issues:Highly localized reaction (local – reacting – concentrations do not equal bulk – average – concentrations)
Strongly coupled transport and reaction
Variable / hysteretic reaction rates
Tartakovsky, A., G. Redden, P. C. Lichtner, T. D. Scheibe, and P. Meakin (2008), Mixing-Induced Precipitation: Experimental Study And Multi-Scale Numerical Analysis, Water Resources Research, 44, W06S04, doi:10.1029/2006WR005725, 2008.
Pore-Scale Modeling
“…It is important to have a reliable physically based tool that can provide plausible estimates of macroscopic properties. Any theoretical or numerical approach to this problem not only needs a detailed understanding of mechanisms at the pore level but also an accurate and realistic characterization of the structure of the porous medium.”
Piri and Blunt, Phys. Rev. E, 026310, 2005
Pore-Scale Modeling Approaches
Computational Fluid Dynamics (CFD)Development of efficient computational mesh is significant effort
Parallel code for efficiency
3D visualization
Pore-Scale Modeling Approaches
Computational Fluid Dynamics (CFD)Application to micromodel experiments
Pore-Scale Modeling Approaches
Computational Fluid Dynamics (CFD)Upscaling by numerical solution of volume averaging closure
Pore-Scale Modeling Approaches
Smoothed Particle Hydrodynamics (SPH)
3D parallel SPH code runs on Environmental Molecular Sciences Laboratory supercomputer (fluid flow and solute advection/diffusion) using 500+ processors and 7 million particles
Cross-validation with CFD model (fluid flow only) and possibly others (LB / Front Tracking)
Currently developing capability for intragranular diffusion and surface sorption of uranium
SPH simulation by Bruce Palmer (PNNL); particle visualization by Kwan-Liu Ma,(UC Davis)
Pore-Scale Modeling Approaches
Smoothed Particle Hydrodynamics (SPH)Correlation of local velocities
-0.12
-0.08
-0.04
0
0.04
0.08
0.12
0 500 1000 1500 2000 2500
Time
Ve
loc
ity
VX
VY
Upscaling
Pore-to-Darcy Upscaling of Non-Linear ReactionsVolume averaging with direct numerical simulation
Am
AA cK
ckR
max
effe
ctiv
enes
s fa
ctor
Thiele modulus
Wood, B. D., K. Radakovich, and F. Golfier, Effective reaction at a fluid–solid interface: Applications tobiotransformation in porous media, Adv. Water Resour., 30:1630–1647, 2007.
Am
Aeff
cK
ckR
max
Upscaling – Error Analysis
When does upscaling fail?Analysis based on full pore-scale simulation of diffusion/reaction problem
<AB> = <A><B> + <A>B’ + A’<B> + A’B’
A = <A> + A’B = <B> + B’
Hybrid Multiscale Modeling
Conclusion: In some situations, pore-scale modeling provides a more fundamental description of mixing-controlled reactions that are not straightforward to upscale to the continuum scale.Problem: Pore-scale modeling is extremely computationally intensive. Simulation at application-relevant scales is impractical.Potential Solution: Hybrid multiscale modeling – directly couple simulations at two scales (pore and continuum).
Hybrid Modeling
Hybridization methods:Diffusion-reaction problem – SPH/SPH multiscale coupling
Tartakovsky, A. M., D. M. Tartakovsky, T. D. Scheibe and P. Meakin, "Hybrid simulations of reaction-diffusion systems in porous media,“ accepted April 2008 for publication in SIAM Journal on Scientific Computing, in press.
Hybrid Modeling
Hybridization methods:Diffusion example – SPH/FE multiscale coupling
Poster by Yilin Fang and others was presented Monday evening.
0.0
0.2
0.4
0.6
0.8
1.0
-3.E-03 -2.E-03 -1.E-03 0.E+00 1.E-03 2.E-03 3.E-03
Distance (m)
C/C
0
num t=100s
ana t=100s
num t=400s
ana t=400s
num t=800s
ana t=800s
Hybrid Modeling
Hybridization methods:SPH/FE multiscale coupling with advection / diffusion / reaction
DttDJ
N
imJ
NmJ
i
i
i
)(
1
1 uF
Fx
Nie et al.,J. Fluid Mech.500:55-64, 2004
Summary
Pore-scale modeling provides qualitative insights and quantitative support for modeling at larger scales
A variety of methods have been developed for pore-scale modeling
Upscaling / averaging approaches are applicable when fine-scale information can be “thrown away”
Numerical simulation of closure equations allows generalization to complex pore geometries
When fine-scale information is important, a hybrid multiscale approach can be utilized