1. Sandia National Laboratories is a multi-mission laboratory managed and operated by Sandia
Corporation, a wholly owned subsidiary of Lockheed Martin Corporation, for the U.S. Department
of Energy’s National Nuclear Security Administration under contract DE-AC04-94AL85000.
SAND2016-8647 C
Basin-scale Density-dependent Groundwater
flow Near a Salt Repository
Kristopher L. Kuhlman
Sandia National Laboratories
Anke Schneider
Gesellschaft für Anlagen- und Reaktorsicherheit
Washington, DC
September 7-9, 2016
3. WIPP Hydrogeology
Repository in Salado
bedded salt formation
>500-m thick salt unit
Hydrogeology of
formations above salt
Rustler Formation
Culebra dolomite
Magenta dolomite
Anhydrite
Mudstone/Halite
Dewey Lake Red Beds
Silt/sand stones + clay
Dockum Group
Silt/sand stones + clay
3
4. Rustler Conceptual Model
4
West
(Nash Draw)
East West of WIPP
Shallow units
High permeability
Relatively fresh water
East of WIPP
Deeper units
Low permeability
Saturated brine
Regional groundwater
Flow used in WIPP PA
Long-term geological
stability of salt
5. Corbet (2000) WIPP Model
5
Most of Delaware Basin
Transient Simulation
Climate variation (dry vs. wet)
14,000 y → present → 10,000 y
Model Implementation
“water table” moving boundary
model
~8700 km2 region (78 km × 112 km)
Coarse mesh (2 km square cells)
12 model layers (10 geo layers)
1,500 cells/layer
~18,000 elements total
6. Motivation
6
Benchmark against existing solution (Corbet, 2000)
Comparison with original model
Old mesh, model parameters & boundary conditions
Include new processes, features & data
Include density-driven flow (e.g., Davies, 1989)
Include chemistry & mineral dissolution
Investigate flow & chemistry boundary conditions
Test and update hydrogeological conceptual model
Incoporate current data: 81Kr GW age data, water level data
Comparison and Development of Models
PFLOTRAN (SNL)
Add density dependent flow
d3f (GRS)
14. SNL: data of „basin-scale“
groundwater model after
Corbet & Knupp 1996
raster data of 10
hydrogelogic units
Basin-scale model → d³f++
d³f++
source:
SNL, SECOFL3D
15. d³f++ model
Dewey Lake/Triassic
Anhydrite 5
Mudstone/Halite 4
Anhydrite 4
Magenta Dolomite
Anhydrite 3
Mudstone/Halite 3
Anhydrite 2
Culebra Dolomite
Los Medanos Member
110 km
≈ 500 mN
≈ 6,000 km²
16. d³f++ model
Dewey Lake/Triassic
Anhydrite 5
Mudstone/Halite 4
Anhydrite 4
Magenta Dolomite
Anhydrite 3
Mudstone/Halite 3
Anhydrite 2
Culebra Dolomite
Los Medanos Member
110 km
≈ 500 mN
≈ 6,000 km²
anisotropic grid refinement
adapt multigrid operators
18. Free Water Table – levelset method
18
model domain D (const.)
phreatic surface represented by a levelset function
partially saturated zone (not solved here)
fully saturated zone (Darcy’s law)
groundwater table (moving boundary)
Ω(t)
Γ(t)DΩ(t)
D
P. Frolkovič: Application of level set method for groundwater
flow with moving boundary, Adv. Wat. Res. 2012
0),()( txtΓx
),( tx
Γ(t)γ,Φ(γ),Φ(x)|||| 01 signed distance function
19. Free Water Table – levelset method
19
model domain D (const.)
phreatic surface represented by a levelset function
partially saturated zone (not solved here)
fully saturated zone (Darcy’s law)
groundwater table (moving boundary)
Ω(t)
Γ(t)DΩ(t)
D
P. Frolkovič: Application of level set method for groundwater
flow with moving boundary, Adv. Wat. Res. 2012
0),()( txtΓx
),( tx
Γ(t)γ,Φ(γ),Φ(x)|||| 01 signed distance function
),(),(),(,),()(:)( tqtuwithtΓtuNS
20. Initial & Boundary Conditions
N
c=1
(saturated brine)
recharge 2.0 – 0.1 mm/year, c=0 / seepage
initial condition:
water table
14,000 years ago
source:
Corbet &Knupp 1996
closed boundaries
21. salt concentration
d³f++ 2016 Simulations
density-driven flow, free water table
grid level 1 (217 000 prisms) and level 2 (900 000 prisms)
velocity
water table
22. d³f++ 2016
Current work:
new BMWi-funded project GRUSS (April 2016)
improve robustness of solvers (convergence, timesteps)
implement volume of fluid (VOF) method to speed-up free
surface handling
24. Issues Encountered
24
Old Mesh is very coarse
PFLOTRAN and d3f have difficulty with mesh
Mesh violates conventions regarding
Connectivity (must build mesh “by hand”)
Aspect ratio (2 km × 2 km × 1s-100s m)
Anke (GRS): re-mesh using modern tools
Kris (SNL): struggle with old mesh
Too coarse for:
Solute transport calculations
Density dependent flow
High permeability contrast (8 orders of magnitude)
Level-Set Method for water table ≠ Richards equation
Unsaturated flow parameters are guessed
Recharge applied at water table vs. applied at land surface
Water table over large area (6,000 km2)
25. Schedule
25
SECOFL3D data provided by SNL
GRS begins building d3f model
SNL begins building PFLOTRAN model
SNL consults
GRS builds d3f model equivalent to Corbet (2000)
SNL builds PFLOTRAN equivalent to Corbet (2000)
GRS ‘includes’ density-driven flow
SNL includes density-driven flow to PFLOTRAN
Including new features / data
Update boundary conditions
Update hydrological implementation and conceptual model
Include geochemical tracers
Year1Year2Yearn