1. Introduction |
1.1 Fundamental Concepts: 1.1.1 Stress tensor. Newton Law
1.2 The Fluid as a Continuum
1.3 Viscosity:1.3.1 Newtonian Fluids and non Newtonian fluids
1.4 Characteristics of the flows: 1.4.1 Different types of flows: 1.4.1.1 Geometrical conditions, 1.4.1.2 Kinematic conditions, 1.4.1.3 Mechanical conditions, 1.4.1.4 Compressibility
1.5 Stresses on a fluid: 1.5.1 Tensorial and vectorial magnitudes, 1.5.1.2 Volumetric Forces, 1.5.2.2 Surface Forces, 1.5.2.3 The stress tensor, 1.5.2.4 Concept of pressure |
2. Basic Physical Laws of Fluid Mechanics |
2.1 Velocity field
2.2 Streamlines and pathlines
2.3 Systems and Control volumes
2.4 Integrals extended to Fluid volumes. The Reynolds Transport Theorem
2.5 Conservation of Mass. Integral and Differential Equation
2.6 The Linear Momentum Equation. Integral and Differential Equation.
2.7 Navier-Poisson Law
2.8 The Energy Equation. Integral and Differential Equation. Frictionless Flow: The Bernoulli Equation
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4. Laminar viscous flow |
4.1 Introduction
4.2. Fully developed flow: 4.2.1 Hagen-Poiseuille Flow, 4.2.2 Viscous flow in circular ducts, 4.2.3 Flow in Noncircular Ducts
4.3 Entrance region effect
4.4 Losses in Pipe Systems: 4.4.1 Friction coefficient 4.5 Stability of laminar flow |
6. Minor Losses in Pipe Systems |
6.1 Introduction
6.2 Minor Losses: 6.2.1 Loss at the entrance of a pipe, 6.2.2 Loss at the exit of a pipe, 6.2.3 Loss at contractions, 6.2.4 Loss at expansions, 6.2.5 Loss at elbows, 6.2.6 Losses at bends, elbows, tees and valves
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8. Open-Channel Flow |
8.1 Introduction
8.2 Uniform Flow: 8.2.1 Pipes used like channels
8.3 Non uniform flow: 8.3.1 The hydarulic jump, 8.3.2 Fast transitions, 8.3.3 Flow over a gate, 8.3.4 Flow under a gate, 8.3.5 Section of control |