Description
Material models for the unsaturated zone:
Log-linear model
Van Genuchten model
Gardner model
Database of material parameters based on USCS classification and soil consistency
Boundary conditions:
Impermeable line
Permeable line
Prescribed pore pressure
Prescribed inflow / outflow
Seepage surface with conditions not known in advance
Point hydraulic conditions:
Inflow / outflow
Pore pressure at a point
Possibility to represent partially permeable interfaces (contacts) and beams
Introduction of drains and preference paths
Flexible time step adjustment for effective computation
Lucid representation of pore pressure distribution, flow velocities and ground water table
