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FAST-CR001Acad. year: 2023/2024
Introduction, basic assumptions applied in ground water hydraulics, Darcy’s equation.1 D flow, well hydraulics in steady state1 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.Unsaturated seepage, infiltration.Solute transport in ground water.
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branch V , 1 year of study, winter semester, compulsory
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