Abstract
Two dimensional unsteady seepage through a zoned earth dam was investigated
by the finite element based on Galerkin method. The coefficients of permeability are
assumed to vary in terms of geometry, external load influences and the effect of head
distribution in the flow domain and the resulted nonlinear seepage problem is solved.
The effects of drawdown rates and various material parameters on pressure heads
variation were discussed. The results show that the zoned dam permeability has
important influence on pressure heads variation as the height of the dam increases. It is
believed that a variable permeability analysis such as the one presented in this work
should be taken into account.
by the finite element based on Galerkin method. The coefficients of permeability are
assumed to vary in terms of geometry, external load influences and the effect of head
distribution in the flow domain and the resulted nonlinear seepage problem is solved.
The effects of drawdown rates and various material parameters on pressure heads
variation were discussed. The results show that the zoned dam permeability has
important influence on pressure heads variation as the height of the dam increases. It is
believed that a variable permeability analysis such as the one presented in this work
should be taken into account.