Course detail
Groundwater Hydraulics
FAST-NRA012Acad. year: 2025/2026
Introduction, basic assumptions applied in ground water hydraulics, Darcy’s equation.
1D flow, well hydraulics in steady state.
1D – well hydraulics. Pumping test evaluation.
1D – problems of one-dimensional seepage – FEM.
Two-dimensional seepage in horizontal plane – interference of wells, FEM.
Two-dimensional seepage in vertical plane – drawing and evaluation of flow net + FEM.
Solution of problems of seepage flow.
Seepage deformation.
Unsaturated seepage, infiltration.
Solute transport in ground water.
Language of instruction
Number of ECTS credits
Mode of study
Guarantor
Department
Entry knowledge
Rules for evaluation and completion of the course
Aims
Knowledge in following areas:
basic assumptions applied in ground water hydraulics, Darcy’s equation.
1 D flow, well hydraulics in steady state
1 D – well hydraulics. Pumping test evaluation.
1D – problems of one-dimensional seepage - FEM.
Two-dimensional seepage in horizontal plane - interference of wells, FEM.
Two-dimensional seepage in vertical plane – drawing and evaluation of flow net + FEM.
Solution of problems of seepage flow.
Seepage deformation.
Solute transport in ground water.
Study aids
Prerequisites and corequisites
Basic literature
Recommended reading
Classification of course in study plans
- Programme NPC-SIV Master's 1 year of study, winter semester, compulsory
Type of course unit
Lecture
Teacher / Lecturer
Syllabus
- 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.
Exercise
Teacher / Lecturer
Syllabus
- 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.