Czech

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Institute of Water Structures (VST-VST)

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.

Nepožadují se

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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.

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The aim of the course is to acquaint students with the problems of groundwater hydraulics from the view of civil engineer. After finishing, the studen will be able to solve the wide range of problems of in the field using both analytical and numerical methods, he will be familiar with the software available and will know the co-operating professionals dealing with groundwater (hydrology, hydrogeology, pedology).

Extent and forms are specified by guarantor’s regulation updated for every academic year.

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Bear, J. - Verruijt, V.: Modelling Groundwater Flow and Pollution. Elsevier, Amsterdam, 1997. (EN)
Kratochvíl, J. a kol.: Hydraulika. ES VUT Brno, 1991. (CS)
Mucha, I. - Šestakov, V.: Hydraulika podzemných vod. ALFA Bratislava, 1987. (CS)

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