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[TimeLoop]
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MaxTimeStepSize = 5.0e1                     # maximal time step size [s]
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TEnd = 5.0e3                                # end time of the simulation [s]
DtInitial = 1e1                             # initial time step for the simulation [s]
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EpisodeLength = 5.0e1
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[Problem]
Name = lens1p2cexercise1

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[Grid]
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UpperRight = 5 4                            # upper right corner coordinates (x,y) [m]
Cells = 40 64                               # grid resolution in (x,y) direction [-]
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[SpatialParams]
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Fine.Permeability = 3.1e-11                  # intrinsic permeability of the fine porous medium [m^2]
Coarse.Permeability = 3.1e-10                # intrinsic permeability of the coarse porous medium [m^2]
Fine.Porosity = 0.1                          # porosity of the fine porous medium [-]
Coarse.Porosity = 0.2                        # porosity of the coarse porous medium [-]
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########
Parameters only relevant for two-phase simulations:
########
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Fine.BrooksCoreyLambda = 3.5                # pore size distribution parameter for the Brooks-Corey capillary pressure-saturation relationship in the fine soil [-]
Fine.BrooksCoreyPcEntry = 400               # entry pressure for the Brooks-Corey capillary pressure-saturation relationship in the fine soil [Pa]
Fine.Swr = 0.05                             # residual saturation of the wetting phase in the fine soil [-]
Fine.Snr = 0.3                              # residual saturation of the nonwetting phase in the fine soil [-]
Coarse.BrooksCoreyLambda = 2.0              # pore size distribution parameter for the Brooks-Corey capillary pressure-saturation relationship in the coarse soil [-]
Coarse.BrooksCoreyPcEntry = 200             # entry pressure for the Brooks-Corey capillary pressure-saturation relationship in the coarse soil [Pa]
Coarse.Swr = 0.05                           # residual saturation of the wetting phase in the coarse soil [-]
Coarse.Snr = 0.1                            # residual saturation of the nonwetting phase in the coarse soil [-]
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########
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[Boundary]
LowerPressure = 1.0e5                       # Dirichlet pressure value for the boundary condition at the lower boundary [Pa]
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UpperPressure = 1.01e5                      # Dirichlet pressure value for the boundary condition at the upper boundary [Pa]
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InfiltrationRate = 0.04                     # infiltration rate [kg/(ms)]
InfiltrationEndTime = 1000                  # time when the infiltration process will stop [s]