1. Introduction, basic assumptions applied in ground water hydraulics, Darcy’s equation. 2. Basic governing equations – law of mass conservation, Darcy’s formula. 3. 1 D flow, well hydraulics in steady state 4. 1 D - well hydraulics. Pumping test evaluation. 5. 1D - problems of one-dimensional seepage - FEM. 6. - 7. Two-dimensional seepage in horizontal plane - interference of wells, FEM. 8. - 9. Two-dimensional seepage in vertical plane – drawing and evaluation of flow net + FEM. 10.-11. Seepage deformation. 12.-13. Solute transport in ground water.

1. Basics of groundwater flow 2. Specific discharge, seepage velocity, pressure and piezometric head 3. Darcy law, experiment. 4. 1D steady state flow -analytical solution. 5. 1D steady state flow -numerical solution. 6. 2D steady state flow - vertical plane - numerical solution. 7. 2D steady state flow - horizontal plane - numerical solution. 8. Potential flow theory, flow nets. 9. 1D unsteady state flow - numerical solution. 10. Flow to the well - steady state. 11. Pumping test. 12. system of wells, analytical steady state solution.