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solvers_groundwaterTransport2DFoam
Pierre Horgue edited this page Sep 16, 2021
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This solver is a merge between groundwater2DFoam and porousScalarTransport2DFoam (see dedicated wiki pages for details).
At each time iteration, it solves
- the free-surface flow equation in porous media
- passive scalar transport equation for the species
constant/transportProperties :
// fluid and medium properties eps eps [0 0 0 0 0 0 0] 0.27; // porosity (can be volScalarField in constant/) rho rho [1 -3 0 0 0 0 0] 1000; // density mu mu [1 -1 -1 0 0 0 0] 1e-03; // viscosity infiltration infiltration [0 1 -1 0 0 0 0] -5e-9; // constant uniform infiltration velocity eventFileInfiltration "infiltrationOverTime.dat"; // to specify time-varying infiltration (uniform or non-uniform) seepage yes; // Seepage activation (requires constant/potentialDEM field) fileDEM dem.xyz; //(optional) mnt file read by solver to construct constant/potentialDEM if not present fixedPotentialList // list of the fixed potential positions (and user-defined potential values) ( ( (584256.50 2413589.00 1) 145.2) ( (584556.50 2413889.00 1) 149.3) ); useDEMtoFixPotential yes; // (use potentialDEM values to impose potential (instead of user-defined potential values) Dm Dm [0 2 -1 0 0 0 0] 1e-9; // molecular diffusion porousTransport // specific dictionary for transport { Kd Kd [-1 3 0 0 0 0 0] 1e-3; rs rs [1 -3 0 0 0 0 0] 1000; epsTotal epsTotal [0 0 0 0 0 0 0] 0.30; lambda lambda [0 0 -1 0 0 0 0 ] 0;// decay of the C scalar } dispersionModel alphaDispersion; // dispersion model alphaDispersionCoeffs { tau tau [0 0 0 0 0 0 0] 2; // tortuosity alphaL alphaL [0 1 0 0 0 0 0] 0.01; // longitudinal dispersivity alphaT alphaT [0 1 0 0 0 0 0] 0.002; // transverse dispersivity } eventFileTracerSource injection.dat; // to specify event file for time-dependent source term
system/controlDict :
adjustTimeStep yes; //- for Scalar transport time step control truncationError 0.001; // global truncation error used to manage time-step truncationError_potential 0.001; // (optional) potential only truncation error used to manage time-step truncationError_C 0.001; // (optional) tracer only truncation error used to manage time-step CSVoutput true; // active the CmassBalance.csv output eventTimeTracking true; // to force the solver to compute solutions at each event time (patch/source/output)
- 0/potential : The potential field
- 0/U : The velocity field
- 0/C : The concentration field
- constant/z0 : height of the impermeable layer
- constant/K : permeability field
- Other spatially defined parameters : alphaL , alphaT , eps.
- 0/infiltration : infiltration velocity field (replace infiltration in transport properties)
The timestep is managed as for the two original solvers, taking the minimal deltaT required by water transport and scalar transport (with eventually different truncation error parameters for C and potential).
See groundwater2DFoam and porousScalarTransport2DFoam for more information.