• 1.1 Shear stress in a moving fluid
• 1.2 Newtonian fluid
• 1.3 Mass density
• 1.4 Specific weight
• 1.5 Relative density / SG
• 1.6 Dynamic viscosity
• 1.7 Kinematic viscosity

• 2.1 Definition and derivation of Pascal’s law
• 2.2 Pressure variation at different height within static incompressible fluid
• 2.3 Pressure and head calculations
• 2.4 Manometer
• 2.4.1 Piezometer tube
• 2.4.2 U-tube manometer
• 2.4.3 Inverted U-tube
• 2.4.4 Inclined U-tube manometer

3.1 Path line, streamline, stream tube
3.2 Steady, unsteady, uniform, non-uniform flow
3.3 Laminar and turbulent flow
3.4 Reynolds demonstration of laminar and turbulent flow

4.1 Buckingham Pi theorem method

5.1 Principle of continuity for steady incompressible flow
5.2 Definition and derivation of Bernoulli’s equation
5.2.1 Velocity head, pressure head and elevation head
5.3 Applications of Bernoulli’s equation
5.3.1 Flow through a sharp-edge orifice - coefficient of contracts, velocity, and discharge
5.4 Worked examples for applications of Bernoulli’s equation

• 6.1 Description of apparatus, principle, and use of flow meters
6.1.1 Orifice meter
6.1.2 Pitot tube
6.1.3 Venturi meter
6.2 Worked examples on different types of flow meter

7.1 Description and principles of notches and weirs
7.1.1 Rectangular weir
7.1.2 V-notch weir
7.2 Work examples

• 8.1 Laminar flow
• 8.1.1 Hagen-Poiseuille equation
• 8.1.2 Mean velocity, maximum velocity for laminar flow
• 8.1.3 Inclined pipes for fully developed flow
• 8.2 Turbulent flow
8.2.1 Friction factor formula
8.2.2 Reading of friction chart and usage - Moody Chart
8.3 Energy relation in pipes flow
8.4 Loss of head through pipes

9.1 Pump performance characteristics
9.1.1 Pump performance curve
9.1.2 Overall efficiency
9.2 Net positive suction head (NPSH)

A1 : Fluid mechanics is the branch of physics that studies the behavior of fluids (liquids, gases, and plasmas) and the forces on them. It is divided into fluid statics (fluids at rest) and fluid dynamics (fluids in motion).