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CHE493 FLUID MECHANICS CHAPTER 3: TYPES OF FLOW

Chapter3-Types of Flow 2013

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  • CHE493

    FLUID MECHANICS

    CHAPTER 3: TYPES OF FLOW

  • COURSE LEARNING OUTCOMES:

    The student should be able to:

    Describe each types of flow including pathline, streamline and stream tube

    Discuss the differences/characteristics of steady, unsteady, uniform, non-uniform, laminar, transitional and turbulent flow

    Calculate Reynolds number & describe the types of flow based on Reynolds Number

  • INTRODUCTION:

    Fluid dynamics

    The analysis of fluid in motion

    Fluid motion can be predicted in the same way as the motion of solids

    By use of the fundamental laws of physics and the physical properties of the fluid

  • IDEAL AND REAL FLUID

    Ideal / perfect fluid the concept of a frictious fluid that can flow in the absence of all frictional effects

    For real fluid, all the frictional effects will be considered

  • FLOW CLASSIFICATIONS

    Flow can be classified based on the flow parameters such as velocity and pressure.

    Uniform:

    Flow conditions (velocity, pressure, cross-section or depth) are the same at every point in the fluid.

    Example: flow in a constant diameter pipeline with constant flow rate

    Non-uniform:

    Flow conditions are not the same at every point

    Example: flow with constant flow rate thru a tapered pipe

  • FLOW CLASSIFICATIONS

    Steady

    Flow conditions may differ from point to point but DO NOT change with time

    Unsteady

    Flow conditions change with time at any point

  • FLOW CLASSIFICATIONS

    Combining these four gives:

    Steady uniform flow.

    Conditions do not change with position in the stream or with time.

    E.g. flow of water in a pipe of constant diameter at constant velocity.

    Steady non-uniform flow.

    Conditions change from point to point in the stream but do not change with time.

    E.g. flow in a tapering pipe with constant velocity at the inlet.

  • FLOW CLASSIFICATIONS

    Unsteady uniform flow

    At a given instant in time the conditions at every point are the same, but will change with time.

    E.g. A pipe of constant diameter connected to a pump - pumping at a constant rate which is then switched off.

    Unsteady non-uniform flow

    Every condition of the flow may change from point to point and with time at every point.

    E.g. Waves in traveling along a channel

  • COMPRESSIBLE OR INCOMPRESSIBLE

    FLOW

    Compressibility - measure of the relative volume change of a fluid as a response to a pressure change

    All fluids are compressible - density will change as pressure changes

    Under steady conditions and small changes in pressure, it is usually possible to simplify analysis of the flow by assuming it is incompressible and has constant density

  • COMPRESSIBLE OR

    INCOMPRESSIBLE FLOW

    Liquids are quite difficult to compress - so under most steady conditions they are treated as incompressible

    Gasses are very easily compressed, it is essential in most cases to treat these as compressible, taking changes in pressure into account

  • ONE, TWO & THREE DIMENSIONAL FLOW

    Fluids can be classified according to their direction of motion with respect to the three mutually perpendicular axes:

    1-dimensional flow

    Velocity, pressure and elevation vary only in the direction of flow

    2-dimensional flow

    Flow parameters vary in two directions

    3-dimensional flow

    Flow parameters resolved into 3 mutually perpendicular direction

    Difficult to analyze

  • STREAMLINES, STREAKLINES &

    PATHLINES

    Streamlines

    An imaginary curve that is everywhere tangent to the instantaneous local velocity vector

    Streamlines are useful as indicators of the instantaneous direction of fluid motion throughout the flow field

    Streamlines cannot be directly observed experimentally except in steady flow

    Streamtube

    consists of a bundle of streamlines

  • STREAMLINES, STREAKLINES &

    PATHLINES Pathlines

    the actual path travelled by an individual fluid particle over some time period.

    Time-exposed flow path of an individual particle over a time period

    Streaklines

    the locus of fluid particles that have passed sequentially through a prescribed point in the flow.

    Streakline is a pathline that moves more than a single point through the flow

    In a streakline, the entire line is moved through the flow.

    Instantaneous snapshot of a time-integrated flow pattern

    Both are time history associated

    If the flow is steady, streamlines, pathlines and streaklines are identical

  • LAMINAR FLOW

    When a fluid flows through a tube, different parts flow at different speeds

    The dots in the simulation above show how "parcels" of fluid would move in a tube.

    Notice that the fluid moves fastest in the middle of the tube and slowest at the walls.

    This type of flow is called laminar because the fluid moves in layers.

  • TRANSITIONAL FLOW

    As the fluid velocity increases the layers of fluid start to become a little unstable. This type of flow is called transitional.

    Increasing the flow rate still further leads to a third type of flow.

  • TURBULENT FLOW

    At high velocities, the orderly layers of flow are completely disrupted and turbulence sets in.

    Turbulent flow is not as efficient at moving fluid as laminar flow. Some energy is lost as sound, for instance.

  • Laminar: highly ordered fluid motion with smooth streamlines.

    Transitional: a flow that contains both laminar and turbulent regions

    Turbulent: highly disordered fluid motion characterized by velocity fluctuations and eddies.

  • REYNOLDS'S EXPERIMENT

  • LAMINAR VS. TURBULENT FLOW

    Laminar flow: A thin filament of dye injected into a laminar flow appears as a single line. There is no dispersion of dye throughout the flow, except the slow dispersion due to molecular motion

    Turbulent flow: If a dye filament injected into a turbulent flow, it disperses quickly throughout the flow field; the line of dye breaks up into myriad entangled threads of dye.

  • LAMINAR VS. TURBULENT FLOW

  • REYNOLDS NUMBER

    A criteria to determine the flow regime Re < 2000 laminar 2000 Re 4000 transitional Re > 4000 turbulent Re is the ratio of inertial forces to viscous forces

    Re =

  • Where:

    = density, kgm-3

    u = average velocity , ms-1

    d = diameter of the pipe, m

    = fluid viscosity, kgm-1s-1

    units???

    udRe

    REYNOLDS NUMBER

  • EXAMPLE 1

    A pipe of 20 mm diameter carries water at an average velocity of 1.5m/s. Calculate the Reynolds number for the flow and determine the flow regime. The absolute viscosity of water at room temperature is about 0.001 Pa.s.

  • Solutions:

    Re = d/

    = 1000 (1.5)(0.02)/0.001

    = 30,000

    Re > 4000, thus, the flow is turbulent

  • EXAMPLE 2:

    A Newtonian fluid having a viscosity of 0.38 N.s/m2 and a specific gravity of 0.91 flows through a 25mm diameter pipe with velocity of 2.6m/s. Determine the value of Reynolds number.

  • SOLUTIONS:

    = SGH2O = 0.91(1000kg/m3) = 910 kg/m3

    Re = d/

    = [(910 kg/m3)(2.6m/s)(25mm)(10-3m/mm)]/0.38N.s/m2

    = 156 (kg.m/s)/N

    = 156

    Re < 2000, thus laminar flow