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FLUID MECHANICS – 1
Semester 1 2011 - 2012



                             Week – 5
                             Class – 1




                          Kinematics of Fluids




                    Compiled and modified
                                 by
                         Sharma, Adam
Objectives

• Description of Fluid flow
• Steady and unsteady flow
• Uniform and non uniform flow
• Dimensions of flow
• Material derivative and acceleration
• Differentiate between streamlines, pathlines and
  streaklines

                                                 2
Fluid Description
• Kinematics: The study of motion.

• Fluid kinematics: The study of how fluids flow and how to
  describe fluid motion.

• There are distinct ways to describe motion of fluid
  particles:
  a) Lagrangian
  b) Eulerian




                                                          3
Lagrangian description
• This method requires us to track the position and velocity
  of each individual fluid particle.
• If the number of objects is small, such as billiard balls on
  a pool table, individual objects can be tracked.

  However, if a fluid lump
  changes its shape, size
  and state as its moves with
  time, it is difficult to trace
  the lump in Lagrangian
  description.
                                                             4
Eulerian Description
 • To describe the fluid flow, a flow domain
   of a finite volume or control volume is
   defined, through which fluid flows in and
   out of control volume.
• Instead of tracking individual fluid particles, we define field
   variables such as velocity, pressure as functions of
   space and time, within the control volume.
• The field variable at a particular location at a particular time
  is the value of the variable for whichever fluid particle
  happens to occupy that location at that time.
• Eulerian description is often more convenient for fluid
  mechanics applications. Experimental measurements are
  generally more suited with Eulerian approach.           5
Variation Of Flow Parameters
Steady and Unsteady flow
• Steady flow is defined as the flow in which pressure and
  density do not change with time in a control volume
• In the Lagrangian approach, time is inherent in
  describing the trajectory of any particle. But in steady
  flow, the velocities of all particles passing through any
  fixed point at different times will be same.
Uniform and Non-uniform flow
• When velocity and other hydrodynamic parameters at
  any instant of time do not change from point to point in a
  flow field, the flow is said to be uniform. Hence for a
  uniform flow, the velocity is a function of time only.
                                                               6
Streamlines and Streamtubes
Streamline: A curve that is
   everywhere tangent to the
   instantaneous local velocity
   vector.
Stream line at any instant can be
   defined as an imaginary
   curve or line in the flow field,
   so that the tangent to the
   curve at any point, represents
   the direction of the
   instantaneous velocity at that
   point.
Streamlines are useful as
   indicators of the
   instantaneous direction of
   fluid motion throughout the
   flow field.
                                      7
Properties of stream lines
• The component of velocity, normal to a streamline is zero,
  there can be no flow across a streamline.
• Since the instantaneous velocity at a point in a fluid flow
  must be unique in magnitude and direction, the same point
  cannot belong to more than one streamline.
• In other words, a streamline cannot intersect itself nor can
  any streamline intersect another streamline.
• In a steady flow, the orientation or the pattern of
  streamlines will be fixed.
• In an unsteady flow where the velocity vector changes with
  time, the pattern of streamlines also changes from instant
  to instant.
                                                                 8
Equation Of Stream Lines
• Consider a streamline in a plane flow in the x-y plane.
  By definition, the velocity vector U at a point P must be
  tangential to the streamline at that point. It follows that
     dy           v
     dx
        = tan θ =
                  u
                            ;   u dy − v dx = 0
  where u and v are velocity components along x and y
  directions respectively. The velocity vector is expressed
  as
                      U =U ( s , t )
  This shows that the velocity may vary along a streamline
  direction as well as with the passage of time.
                                                                9
EQUATION OF STREAM LINE
• Consider an elementary displacement element along a
  general streamline where the velocity U such that

   U = ui + vj + wk              δ s = ( δ x) i + ( δ y ) j + ( δ z ) k
                                             i     j   k
        U xδs =0                or
                                             u    v w =0
                                            dx dy d z
i.e., ( vδ z - wδ y ) i − ( uδ z − wδ x )   j + ( uδ y − vδ x ) k = 0
                     dx  dy  dz
                        =   =
                     u    v  w

    which is the equation of a streamline.                                10
STREAM TUBE
• Stream tube: A bundle of neighboring stream lines may
  be imagined to form a passage through which the fluid
  flows. This passage (non necessarily circular in cross-
  section) is known as a stream tube.
• Since a stream tube is bounded on all sides by
  streamlines, velocity does not exist across a streamline,
  no fluid may enter or leave a stream tube except through
  its ends.




                                                          11
A stream tube consists of a
bundle of streamlines much
like a communications
cable consists of a bundle
of fiber-optic cables.


Both streamlines
and stream tubes
are instantaneous
quantities, defined
at a particular
instant in time
according to the In an incompressible flow field, a stream tube
velocity field at           (a) decreases in diameter as the flow
that instant.       accelerates or converges and (b) increases in
                                                                      12
                      diameter as the flow decelerates or diverges.
Dimensions Of Flow
• In general, fluid flow is three dimensional. This means
  that the flow parameters like velocity, pressure vary in all
  the three coordinate directions.
• Sometimes simplification is made in the analysis of
  different fluid flow problems by selecting the coordinate
  directions so that appreciable variation of the
  hydrodynamic parameters take place in only two
  directions or even in only one.
• So in one dimensional flow, all the flow parameters are
  expressed as functions of time and one space
  coordinate only. This single coordinate is usually the
  distance measure along the centre line of some conduit
  In which the fluid is flowing.
                                                              13
14
Material Derivative
The material derivative D/Dt is defined by following a fluid
particle as it moves throughout the flow field. In this
illustrations, the fluid particle is accelerating to the right
as it moves up and to the right.




                                                            15
Particle Acceleration




                        16
Material Derivative
• The total derivative operator d/dt in this equation is given
  a special name, the material derivative; it is assigned a
  special notation, D/Dt, in order to emphasize that it is
  formed by following a fluid particle as it moves through
  the flow field.
• Other names for the material derivative include total,
  particle, Lagrangian, Eulerian, and substantial derivative.

                                     Even under steady flow,
                                     a fluid particle can be
                                     accelerated as in the
                                     flow through a nozzle
                                                            17
18
19
20
21
Any questions?




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5. fm 5 fluid flow co 2 adam

  • 1. FLUID MECHANICS – 1 Semester 1 2011 - 2012 Week – 5 Class – 1 Kinematics of Fluids Compiled and modified by Sharma, Adam
  • 2. Objectives • Description of Fluid flow • Steady and unsteady flow • Uniform and non uniform flow • Dimensions of flow • Material derivative and acceleration • Differentiate between streamlines, pathlines and streaklines 2
  • 3. Fluid Description • Kinematics: The study of motion. • Fluid kinematics: The study of how fluids flow and how to describe fluid motion. • There are distinct ways to describe motion of fluid particles: a) Lagrangian b) Eulerian 3
  • 4. Lagrangian description • This method requires us to track the position and velocity of each individual fluid particle. • If the number of objects is small, such as billiard balls on a pool table, individual objects can be tracked. However, if a fluid lump changes its shape, size and state as its moves with time, it is difficult to trace the lump in Lagrangian description. 4
  • 5. Eulerian Description • To describe the fluid flow, a flow domain of a finite volume or control volume is defined, through which fluid flows in and out of control volume. • Instead of tracking individual fluid particles, we define field variables such as velocity, pressure as functions of space and time, within the control volume. • The field variable at a particular location at a particular time is the value of the variable for whichever fluid particle happens to occupy that location at that time. • Eulerian description is often more convenient for fluid mechanics applications. Experimental measurements are generally more suited with Eulerian approach. 5
  • 6. Variation Of Flow Parameters Steady and Unsteady flow • Steady flow is defined as the flow in which pressure and density do not change with time in a control volume • In the Lagrangian approach, time is inherent in describing the trajectory of any particle. But in steady flow, the velocities of all particles passing through any fixed point at different times will be same. Uniform and Non-uniform flow • When velocity and other hydrodynamic parameters at any instant of time do not change from point to point in a flow field, the flow is said to be uniform. Hence for a uniform flow, the velocity is a function of time only. 6
  • 7. Streamlines and Streamtubes Streamline: A curve that is everywhere tangent to the instantaneous local velocity vector. Stream line at any instant can be defined as an imaginary curve or line in the flow field, so that the tangent to the curve at any point, represents the direction of the instantaneous velocity at that point. Streamlines are useful as indicators of the instantaneous direction of fluid motion throughout the flow field. 7
  • 8. Properties of stream lines • The component of velocity, normal to a streamline is zero, there can be no flow across a streamline. • Since the instantaneous velocity at a point in a fluid flow must be unique in magnitude and direction, the same point cannot belong to more than one streamline. • In other words, a streamline cannot intersect itself nor can any streamline intersect another streamline. • In a steady flow, the orientation or the pattern of streamlines will be fixed. • In an unsteady flow where the velocity vector changes with time, the pattern of streamlines also changes from instant to instant. 8
  • 9. Equation Of Stream Lines • Consider a streamline in a plane flow in the x-y plane. By definition, the velocity vector U at a point P must be tangential to the streamline at that point. It follows that dy v dx = tan θ = u ; u dy − v dx = 0 where u and v are velocity components along x and y directions respectively. The velocity vector is expressed as U =U ( s , t ) This shows that the velocity may vary along a streamline direction as well as with the passage of time. 9
  • 10. EQUATION OF STREAM LINE • Consider an elementary displacement element along a general streamline where the velocity U such that U = ui + vj + wk δ s = ( δ x) i + ( δ y ) j + ( δ z ) k i j k U xδs =0 or u v w =0 dx dy d z i.e., ( vδ z - wδ y ) i − ( uδ z − wδ x ) j + ( uδ y − vδ x ) k = 0 dx dy dz = = u v w which is the equation of a streamline. 10
  • 11. STREAM TUBE • Stream tube: A bundle of neighboring stream lines may be imagined to form a passage through which the fluid flows. This passage (non necessarily circular in cross- section) is known as a stream tube. • Since a stream tube is bounded on all sides by streamlines, velocity does not exist across a streamline, no fluid may enter or leave a stream tube except through its ends. 11
  • 12. A stream tube consists of a bundle of streamlines much like a communications cable consists of a bundle of fiber-optic cables. Both streamlines and stream tubes are instantaneous quantities, defined at a particular instant in time according to the In an incompressible flow field, a stream tube velocity field at (a) decreases in diameter as the flow that instant. accelerates or converges and (b) increases in 12 diameter as the flow decelerates or diverges.
  • 13. Dimensions Of Flow • In general, fluid flow is three dimensional. This means that the flow parameters like velocity, pressure vary in all the three coordinate directions. • Sometimes simplification is made in the analysis of different fluid flow problems by selecting the coordinate directions so that appreciable variation of the hydrodynamic parameters take place in only two directions or even in only one. • So in one dimensional flow, all the flow parameters are expressed as functions of time and one space coordinate only. This single coordinate is usually the distance measure along the centre line of some conduit In which the fluid is flowing. 13
  • 14. 14
  • 15. Material Derivative The material derivative D/Dt is defined by following a fluid particle as it moves throughout the flow field. In this illustrations, the fluid particle is accelerating to the right as it moves up and to the right. 15
  • 17. Material Derivative • The total derivative operator d/dt in this equation is given a special name, the material derivative; it is assigned a special notation, D/Dt, in order to emphasize that it is formed by following a fluid particle as it moves through the flow field. • Other names for the material derivative include total, particle, Lagrangian, Eulerian, and substantial derivative. Even under steady flow, a fluid particle can be accelerated as in the flow through a nozzle 17
  • 18. 18
  • 19. 19
  • 20. 20
  • 21. 21
  • 23. 23