Behnam Fakhri - Civil Engineering, University of Tabriz
Jamshid Sadr Karimi - Geotechnical Engineering, University of Tabriz
M. Kiyani - Civil Engineering, University of Tabriz

Upper Gotvand dam is constructed on the Karun River located in the south west of Iran. In this paper, ۲D and ۳D models of the dam together with the foundation and abutments were constructed and several seepage analyses were carried out. Then the gypsum veins scattered throughout the foundation ground and also the seepage pattern were included in the models, hence the dissolution law of gypsum, was analyzed. It was disclosed that, the discharge fluxes obtained from ۲D and ۳D analyses are not similar and the discharge flux in ۳D model is about ۴ times the size of ۲D model. Also, the ۳D model localizes the phreatic surface some what higher than the ۲D model does. This means that the ۲D model estimates lower pore water pressure pattern in comparison with the ۳D model. These may be attributed to the fact that with ۲D model the lateral components of vectors of seepage velocity are ignored. In spite of the fact that the grout curtain is designed to be some ۱۷۰ meters deep, however, complete dissolving of gypsum will severely increase the discharge flux through the foundation ground.

Gypsum, Earth Fill Dam, ۳D Seepage Analysis, Permeability