| HYDRAULICS
(objectives)
FLUID CONTINUUM MODEL - BODY FORCES AND SURFACE FORCES. CAUCHY STRESS TENSOR – KINEMATICS - VELOCITY AND ACCELERATION, PATHLINES AND STREAMLINES, DISCHARGE - THE CONSERVATION LAWS: DIFFERENTIAL AND INTEGRAL FORM – HYDROSTATIC - IDEAL FLUIDS. BERNOULLI’S THEOREM - UNIFORM FLOWS: ONE DIMENSIONAL DISSIPATIVE MODEL. PIPE FLOWS. FREE SURFACE FLOWS IN CHANNELS. UNSTEADY PIPE FLOWS; UNIFORM AND NON-UNIFORM FREE SURFACE FLOWS; FLOWS IN PORUS MEDIA; DIMENSIONAL ANALYSIS; SIMILITUDE THEORY
|
Università Roma Tre