Variables
integer	darcy_anisotropic_permeability

integer	darcy_anisotropic_diffusion

integer	darcy_unsteady

integer	darcy_convergence_criterion

integer	darcy_gravity

double precision	darcy_gravity_x

double precision	darcy_gravity_y

double precision	darcy_gravity_z

Detailed Description

Variable Documentation

integer darcy_anisotropic_diffusion

Set dispersion to isotropic (0) or anisotropic (1) for all solutes

integer darcy_anisotropic_permeability

Set permeability to isotropic (0) or anisotropic (1) for all soils

integer darcy_convergence_criterion

Set convergence criteron of the Newton scheme

integer darcy_gravity

Set gravity to pass from pressure head $ h $ to hydraulic head $ H $

double precision darcy_gravity_x

Set direction $ x $ to pass from pressure head $ h $ to hydraulic head then $ H = h + x $

double precision darcy_gravity_y

Set direction $ y $ to pass from pressure head $ h $ to hydraulic head then $ H = h + y $

double precision darcy_gravity_z

Set direction $ z $ to pass from pressure head $ h $ to hydraulic head then $ H = h + z $

integer darcy_unsteady

Set if the transport part is based on a steady (0) or unsteady (1) flow field