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 Losses6.2.1 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
6.3 Pipes in series
6.4 Pipes in parallel
6.5 The three-reservoir pipe junction problem
6.6 Pipings netwoks
6.7 Nonsteady effects in duct flows
6.7.1 Emptying time of a tank
6.7.2 Setting of the steady flow in a pipe
6.7.3 Water hammer |
8. Experimentation withFflows. Discharge Measurement. Pressure Measurement. Speed Measurement |
8.1 Pressure Gauge
8.1.1 Simple pressure gauge
8.1.2 Bourdon pressure gauge
8.1.3 Transductor of pressure
8.2 Speed measurement
8.2.1 Pitot tube
8.2.2 Prandtl tube
8.2.3 Rotative anemometer
8.2.4 Hot thread anemometer
8.2.5 Laser-doppler anemometer
8.3 Flow measurement
8.3.1 Differential pressure: diaphragm, venturi, nozzle
8.3.2 Other types
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