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. Deformation due to seepage. 11. Unsaturated zone hydraulics. 12. Contaminant transport in groundwater. 13. Introduction to the stochastic modelling. 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.