Shivaji University, Maharashtra, Civil Engineering Semester 3, Fluid Mechanics-I Syllabus

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Unit - 1 Properties of fluid

Unit 1

Properties of Fluids Dimensional Analysis

1.1 Fluid

1.2 Physical properties of fluid

1.3 Newton’s Law of Viscosity

1.4Classification of Fluids Rheological diagram

1.5 Dynamic Kinematic Viscosity

1.6 Compressibility

1.7 Cohesion Adhesion

1.8Surface tension

1.9Capillarity

1.10Vapor Pressure

1.11 Dimensions of physical quantities

1.12 Dimensional Homogeneity

1.13 Buckingham’s Π MethodTheorem

1.14 Geometric similarity Kinematic similarity Dynamic similarity

1.15 Important dimensionless parameters. 

1.16 Model or similarity laws

Unit - 2 Fluid Statics

Unit – 2

Fluid Statics Buoyancy

2.1 The basic equation of hydrostatics

2.2 Concept of pressure head

2.3 Measurement of pressure

2.4Application of the basic equation of hydrostatics

2.5 Pressure measuring devices

2.6 Centre of pressure total pressure

2.7 Practical applications

2.8 Principle of floatation and buoyancy

2.9 Equilibrium of floating and submerged bodies

2.10 Meta Center

Unit - 3 Fluid Kinematics

Unit – 3

Fluid Kinematics

3.1Methods of describing the motion of fluid

3.2 Velocity and Acceleration

3.3 Stream line stream tube path line streak line control volume.

3.4 Classification of flow

3.5 Continuously Equationfor threedimensional flow inCartesian Coordinates

3.6Equation ofcontinuity for onedimensional flow along a streamline

3.7 Types of motion – Rotational Irrotational motion

3.8Velocity potential function and stream function

3.9 Flow nets

Unit - 4 Fluid Kinetics

Unit 4

Fluid Dynamics Bernoulli’s equation

4.1 Forces acting on fluid mass in motion

4.2 Euler’s equation of motion along a streamline andits integration

4.3 Assumptions of Bernoulli’s equation.

4.4Modified Bernoulli’s equation itsapplications and limitations

4.5Hydraulic grade line and total energy line

4.6 Linear momentum equation and kinetic energy correction factor momentum correction

4.7 Venturimeter

4.8 Orificemeter

4.9 Rotameter

4.10 Flow through sharp edged circular orifice discharging free

4.11 Hydraulic coefficients for orifice

4.12 Pitottube

Unit - 5 Laminar and Turbulent Flow

Unit 5

Laminar flow boundary layer theory

5.1 Reynolds Experiment

5.2 Laminar flow through circular pipe Hagen Poiseuille Law

5.3 flow between two fixedparallel plates Couette flow

5.4 Methods of measurement of viscosity

5.5 Darcy’s law

5.6 Transitionfrom laminar to turbulent flow

5.7 Concept of boundary layer

5.8 Development of boundary layer on a flat plate

5.9 Nominal displacement momentum energy thicknesses

5.10 Laminar sub layer

5.11 Local and mean drag coefficients

5.12Hydrodynamically smooth and Rough Boundaries

5.13 Boundary Layer separation and its control.

Unit - 6 Losses in Pipes

Unit 6

Turbulent flow Flow through Pipes

6.1 Characteristics of flow

6.2 Instantaneous velocity temporal mean velocity

6.3 Scale intensity of turbulence.

6.4 Prandtl’s mixing length theory

6.5Energy losses in pipe flow

6.6 Darcy Weisbach Equation.

6.7Variation of friction factor for laminar flow and for turbulent flow

6.8 Nikuradse’s experiments on artificially roughened pipes

6.9 Resistance to flow in smooth andrough pipes

6.10 Friction factor for commercial pipes

6.11 Moody’s diagram

6.12 Flow through pipes such as simple compound series parallel

6.13Dupuit Equation

6.14 Branched pipes

6.15Three reservoir and pipe net work analysis

6.16Syphon

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Other Subjects of Semester-1
Surveying-i
Strength of materials
Engineering mathematics - iii
Building construction and materials
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