INGLESE

Seepage flows in saturated media.
Steady open channel flows.

To give the essential elements of hydraulics and contaminant transport in superficial and deep water bodies. Give the basic elements for the application of mathematical models used to describe the above processes.

Basic knowledge of hydraulics.

The module promotes the immediate application of the theory (learn by doing) through numerical exercises. Team working among the students is highly recommended under the supervision of the lecturer.

Oral exam

.

Seepage flows in saturated porous media.
- Terminology
- Darcy's law
- Seepage coefficient and intrinsic permeability
- Reference Elementary Volume (REV)
- Homogeneity and isotropy of the porous
- Vectorial expression of the Darcy's law
- non-darcian regime
- Basic pumping flow: constant-height confined acquifer, unconfined acquifer, infinite confined acquifer
- Steady flow test for medium trasmissivity
- Empirical assessment of the hydrodynamica network
- Effect superposition principle for seepage flows
- Numerical applications

Steady open-channel flows
- Basic concepts of Hydraulics
- Constant discharge free-surface profiles
- Momentum conservation equation and hydraulic jump
- Constant discharge flows with singularities (abrupt slope, width, bottom elevation change)
- Variable discharge free-surface profiles
- Numerical applications

English

Seepage flows in saturated media.
Steady open channel flows.

To give the essential elements of hydraulics and contaminant transport in superficial and deep water bodies. Give the basic elements for the application of mathematical models used to describe the above processes.

Basic knowledge of hydraulics.

The module promotes the immediate application of the theory (learn by doing) through numerical exercises. Team working among the students is highly recommended under the supervision of the lecturer.

Oral exam

.

1) Seepage flows in saturated porous media.
- Terminology
- Darcy's law
- Seepage coefficient and intrinsic permeability
- Reference Elementary Volume (REV)
- Homogeneity and isotropy of the porous
- Vectorial expression of the Darcy's law
- non-darcian regime
- Basic pumping flow: constant-height confined acquifer, unconfined acquifer, infinite confined acquifer
- Steady flow test for medium trasmissivity
- Empirical assessment of the hydrodynamica network
- Effect superposition principle for seepage flows
- Numerical applications

Steady open-channel flows
- Basic concepts of Hydraulics
- Constant discharge free-surface profiles
- Momentum conservation equation and hydraulic jump
- Constant discharge flows with singularities (abrupt slope, width, bottom elevation change)
- Variable discharge free-surface profiles
- Numerical applications