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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

Seepage-Evaporation Controlled Depletion of Initially Water-Filled Reservoirs on Earth and Mars: Analytic Versus HYDRUS Modeling are shallow cones, spherical, spheroidal, and paraboloidal caps. An instantaneous seepage flow rate, Q

Infiltration-induced phreatic surface flow to periodic drains: Vedernikov–Engelund–Vasil'ev's legacy revisitedAn explicit analytical solution is obtained to an old problem of a potential steady-state 2-D

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

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