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FAST-NRA012Acad. year: 2024/2025
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.
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