This tutorial shows how to perform a non-saturated groundflow analysis in a dam.
Figure 7 shows the dam.
Figure 7:
Dam
 |
At the lower part of the right edge a water level of
is present, by example because of a lake.
The lower edge of the dam does not allow for inward or outward flow of ground water, it is non-permeable.
The left edge is a seepage edge, it only allows for outward water flow and not for inward water flow.
Subsections
- Mesh generation with Gid
- Input file
- Initialization part
- Data part, geometry of edges
- Data part, some arithmetic expressions
- Data part, gravity
- Data part, groundwater
- Data part, boundary conditions on edges
- Data part, material properties
- Data part, prepare post-processing
- Data part, apply linear time-steps
- Data part, apply nonlinear time-steps
- Data part, include mesh generated with Gid
- Data part, final remarks for advanced users
- Run calculation
- Output results
TochnogProfessional