I'm trying to use seep/w to model homogenous earthdam with internal crack I defined the crack zone as a very high permaebility compared with the coeficient of permeability of the dam and I used interface element to represent the crack in the model then I changed the thickness of the element to 1cm. the dam hight is 6.5m and I wonder if there is mesh size impact on the obtained results ? I want to know if I'm on the right track or i'm using the wrong software for my analysis? any advice would be appreciated
Tek-Tips is the largest IT community on the Internet today!
Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!
-
Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
SEEP/W
- Thread starter sundream
- Start date
Similar threads
- Locked
- Question
- Locked
- Question
- Locked
- Question
