Variables | |
| integer | darcy_anisotropic_permeability |
| Set permeability to isotropic (0) or anisotropic (1) for all soils More... | |
| integer | darcy_anisotropic_dispersion |
| Set dispersion to isotropic (0) or anisotropic (1) for all solutes More... | |
| integer | darcy_unsteady |
| Set if the transport part is based on a steady (0) or unsteady (1) flow field More... | |
| integer | darcy_convergence_criterion |
| Set convergence criteron of the Newton scheme More... | |
| integer | darcy_gravity |
| Set gravity to compute the pressure head | |
| double precision | darcy_gravity_x |
| Darcy gravity direction x component. Gravity direction must be a unit vector. More... | |
| double precision | darcy_gravity_y |
| Darcy gravity direction y component. Gravity direction must be a unit vector. More... | |
| double precision | darcy_gravity_z |
| Darcy gravity direction z component. Gravity direction must be a unit vector. More... | |
| integer | darcy_unsaturated |
| Take into account unsaturated zone (1) or not (0). More... | |
| integer darcy_anisotropic_dispersion |
| integer darcy_anisotropic_permeability |
| integer darcy_convergence_criterion |
| integer darcy_gravity |
| double precision darcy_gravity_x |
| double precision darcy_gravity_y |
| double precision darcy_gravity_z |