Course detail
Groundwater hydraulics
FAST-CR01Acad. year: 2014/2015
Introduction, 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.
Language of instruction
Number of ECTS credits
Mode of study
Guarantor
Department
Learning outcomes of the course unit
Prerequisites
Co-requisites
Planned learning activities and teaching methods
Assesment methods and criteria linked to learning outcomes
Course curriculum
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.
Work placements
Aims
Specification of controlled education, way of implementation and compensation for absences
Recommended optional programme components
Prerequisites and corequisites
Basic literature
Kratochvíl, J. a kol.: Hydraulika. ES VUT Brno, 1991. (CS)
Mucha, I. - Šestakov, V.: Hydraulika podzemných vod. ALFA Bratislava, 1987. (CS)
Recommended reading
Classification of course in study plans
Type of course unit
Lecture
Teacher / Lecturer
Syllabus
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.
Exercise
Teacher / Lecturer
Syllabus
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.