This code calculate the steady seepage fo a concrete dam. The program is written in a manner that you can easily change the problem information. To understand how the program works, run main.m then follow the mentioned subroutines (.m files). There is enough comments in all .m files.




File list:
MATLAB
.....\Boundary_Condition.m
.....\Main.asv
.....\Main.m
.....\Mesh_Generator.asv
.....\Mesh_Generator.m
.....\Optima.asv
.....\Optima.m
.....\OPTIMA.mat
.....\Permeability_Matrix.asv
.....\Permeability_Matrix.m
.....\Plot.asv
.....\Plot.m
.....\Problem_Data.m
.....\Seepage_Amount.m
.....\Steady_Seepage.asv
.....\Steady_Seepage.m
.....\UpLift.m
.....\X_1.fig