Learning Outcomes
The course helps students to develop their technical and intellectual ability preparing them for the engineering profession and for postgraduate studies. The course introduces students to the topic of flow in a saturated porous media and to computational techniques of Subsurface Hydraulics/Hydrology used in the professional practice of Civil Engineering.
At the end of the course students should have:
- Understand flow in a saturated porous media/soil
- Understand the theoretical background of flow in a saturated porous media/soil
- Familiarity with the properties of soils, particularly those related to water and its movement in saturated soil
- Ability to apply Darcy's Law to subsurface flow problems
- Ability to apply mathematical simulations of underground flow.
- Ability to calculate free surface flows and flows in pressurised aquifers
- Ability to calculate permanent and non-permanent flow in wells and well systems
Course Content (Syllabus)
A/A teaching week
Contents of the course
1
- Introduction. The subject of Underground Hydraulics. Groundwater and its importance in water resources management.
- Aquifers and classification of aquifers. Examples
2
- Characteristics and parameters of soils and groundwater aquifers. Permeability coefficient, physical permeability. Measurement of permeability. Inhomogeneity and anisotropy.
- Darcy's Law - scope. Dupuit's assumption. Examples
3. The mathematical problem of underground flow. The equation of continuity. The flow equations in underground aquifers. Initial and boundary conditions. Flow and potential line networks.
4. Analog and physical models. Analytical methods of solving the mathematical model of groundwater flow. Examples.
5
- Flow equation in free-surface aquifers. Boussinesq equation. Examples.
- Flow equation in pressurized aquifers. Examples.
6. Permanent flow to a ditch: a) pressurized aquifer, b) free-surface aquifer. Examples.
7. Permanent flow to a ditch: a) pressurized aquifer, b) free-surface aquifer. Examples.
8. Permanent flow to a well: a) pressurized aquifer, b) free surface aquifer. Examples.
9. Permanent flow to well: a) pressurized aquifer, b) free surface aquifer. Examples.
10. Well systems. The method of pictures. Examples.
11. Numerical models of groundwater aquifers. Finite difference method. Method of finite elements. Method of boundary elements.
12
- Time-varying (non-permanent) flow. The test pumping technique. Determination of hydrogeological parameters. Theis and Jacob methods. Examples.
- The intubation effect and the critical gradient of the hydraulic load. Examples.
13
- Time-varying (non-permanent) flow. The test pumping technique. Determination of hydrogeological parameters. Theis and Jacob methods.Examples.
- The intubation effect and the critical gradient of the hydraulic load. Examples.
Keywords
Grroundwater flow, aquifers, steady flow, un-steady flow
Course Bibliography (Eudoxus)
Λατινόπουλος, Π. «Υδραυλική των Υπόγειων Ροών», Εκδ. ΧΑΡΙΣ Μ.Ε.Π.Ε., σελ. 240, 2006. ISBN: 978-960-98154-5-1. [Προτεινόμενο σύγγραμμα: Κωδικός Βιβλίου στον Εύδοξο: 6861].
Τολίκας, Δ. «Υπόγεια Υδραυλική», Εκδ. Επίκεντρο, σελ. 240, 2005. ISBN: 978-960-88731-7-9. [Προτεινόμενο σύγγραμμα: Κωδικός Βιβλίου στον Εύδοξο: 15196]
Additional bibliography for study
Σημειώσεις του διδάσκοντα.
Επικουρική Βιβλιογραφία:
1) Βουδούρης, Κ. «Τεχνική Υδρογεωλογία-Υπόγεια Νερά», Εκδ. Τζιόλα, σελ. 448, 2014. ISBN: 978-960-418-407-1.
2) Bear, J., “Hydraulics of Groundwater” McGraw-Hill, 1979.
3) Toth, J., “Gravitational Systems of Groundwater Flow -
Theory, Evaluation, Utilization”, Cambridge University Press, 2018.
4) Todd, K. D. and Mays, L.W. “Groundwater Hydrology”, Third Edition, Wiley, 2005
5) Mays, L.W. “Ground and Surface Water Hydrology”, Wiley 2012.