Teacher
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ADDUCE CLAUDIA
(syllabus)
- Uniform viscous flow in pipes: Darcy-Weisbach formula, coefficient of friction, Moody diagram, single and multiple pipe systems. - Permanent and unsteady flow in pipes: Continuity and momentum equations, water hammer. - Uniform free surface flows: flow in channels, Chezy formula, discharge calculation, specific energy, Froude number. - Non uniform free surface flows: gradually varied flows, equation of continuity, momentum equation, 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. - Flow in porous media, Darcy equation.
(reference books)
D. Citrini e G. Noseda, Idraulica, Casa Editrice Ambrosiana M. Mossa e F. Petrillo, Idraulica, Casa Editrice Ambrosiana
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