| Code: | MEMG0003 | Acronym: | HG |
| Keywords | |
|---|---|
| Classification | Keyword |
| OFICIAL | Mathematics, Physics, Earth Sciences |
| Active? | Yes |
| E-learning page: | https://moodle.fe.up.pt/ |
| Responsible unit: | Mining Engineering Department |
| Course/CS Responsible: | Master in Mining and Geo-Environmental Engineering |
| Acronym | No. of Students | Study Plan | Curricular Years | Credits UCN | Credits ECTS | Contact hours | Total Time |
|---|---|---|---|---|---|---|---|
| MEMG | 10 | Plano de estudos oficial a partir de 2008/09 | 1 | - | 6 | 56 | 162 |
Provide students with a set of structural concepts in the understanding and study of the circulation of groundwater. Particular emphasis is given to methods for quantitative analysis of the movement of groundwater. At the same time, practical classes will be based on the presentation of more technical knowledge of nowadays state of the art.
It is intended that the future engineer stay with the Basic Concepts of hydrogeology enabling it to exercise professional activities in this area.
Introduction – the water cycle: infiltration, regional and global water balance, watershed and groudwater basin. Exercises: calculation of RAS hydrogeological balance, precipitation and evapotranspiration. Fundamental equations in groundwater hydraulics: Navier-Stokes continuity. Gradient operator, divergence and Laplacian. Water in porous medium. Laplace equation. Analytical integration of water circulation in a porous medium by fracture or cylindrical orifices. Exercise: determination of fracture discharge with pre-defined piezometric conditions. Darcy’s empirical law. Porosity, hydraulic conductivity. Aquifers, aquitards and aquicludes. Circulation in fissured medium. Measurement of hydraulic conductivity. Serial and parallel association. Exercises: Darcy’s law; Darcy’s law in serial and parallel systems. Unconfined and confined aquifers; notion of transmissivity, storage coefficient; Graphical representation of aquifers, streamlines and isopiestic lines. Examples. Deduction of unconfined aquifer equations; Dupuit hypothesis. Extrapolation to the linear case of confined aquifers. Advantages of linearity. Steady state. Radial and parallel flow in confined aquifers: analytical solutions. Radial flow in unconfined aquifers; Dupuit-Thiem formula; Images method. Exercises in Matlab with truncated series. Intake: main types and techniques Transient state: Theis formula, Jacob approximation. Application exercises. Pumping tests: use in boundary conditions determination, transmissivity and storage coefficient. Application exercises. Neumann, Dirichlet and Fourier boundary conditions. Relationship between hydrogeology field data and geostatistics regionalized variable theory. Refreshing applicable geostatistics. Numerical solutions of stationary state: development of a finite difference algorithm on Matlab in stationary state. Reference to the finite element method. Application exercises. Diffusion. Chemical diffusion. Mechanical dispersion. Equations of partial derivatives in 1D, 2D, 3D. Presentation and exploitation of solution for 1D. Presentation of an algorithm for 2D. Underground water monitoring. Strategies for plumes control. Prevention and remediation. Seawater intrusion.
Oral presentation of course unit themes with the support of the board, transparencies and projection of computer images.
| Designation | Weight (%) |
|---|---|
| Teste | 100,00 |
| Total: | 100,00 |
Students cannot miss more classes than allowed by the rules.
Average rating of 2 Assessment Tests
General Evaluation Rules of FEUP
General Evaluation Rules of FEUP