Seepage to ditches and topographic depressions in saturated and unsaturated soils-infinite aquifer is an analytic curve, to which a steady
2-
D plane or axisymmetric Darcian
flow converges
Steady seepage near an impermeable obstacle of a model for
2-
D seepage flow with a capillary fringe. The boundary of the obstacle appears to show a
Steady seepage near an impermeable obstacle of a model for
2-
D seepage flow with a capillary fringe. The boundary of the obstacle appears to show a
Analytically computed rates of seepage flow into drains and cavities-
D seepage into horizontal drains and axisymmetric
flow into cavities are examined and generalized
Two-dimensional seepage in porous media with heterogeneities-capillarity driven
flow in an
unsaturated medium with parabolic inclusion.
Flow kinematic characteristics are studied
Analytically computed rates of seepage flow into drains and cavities-
D seepage into horizontal drains and axisymmetric
flow into cavities are examined and generalized
Limiting analytical solutions for complex saturated and unsaturated transport problemsLimiting analytical solutions for complex
saturated and
unsaturated transport problems
Seepage to Ditches and Topographic Depressions in Saturated and Unsaturated Soils. HYDRUS-
2D computations for
flows in
saturated and
unsaturated soils match well the analytical solutions