Università Roma Tre

- Permanent and unsteady flow in pipes: Continuity and momentum equations, water hammer.
- Non uniform free surface flows: gradually varied flows, equation of continuity, momentum equation, hydraulic jump, channels on mild and steep slope, forms of water surface, the hydraulic jump, rapidly varied flows (underflow gates, channel with variable bed floor, channel with variable width).
- Dimensional analysis and Buckingam theorem.
- Physical models and similitude.

- E.MARCHI E A. RUBATTA, MECCANICA DEI FLUIDI (PRINCIPI E APPLICAZIONI IDRAULICHE), UTET
- D. CITRINI E G. NOSEDA, IDRAULICA, CASA EDITRICE AMBROSIANA
- J.J. SHARP, HYDRAULIC MODELLING, BUTTERWORTHS