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    MP 211 - FLUID MECHANICS 

    2013/2014

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    COURSE CONTENT 

    Building a Fluid Mechanics Vocabulary 

    Fluid Properties Fluid Statics

    Pressure Measurement

    Fluid Forces

    Newtonian and non-Newtonian fluids

    Fluids in Motion 

    Conservation of Mass: Continuity Equation

    Conservation of Energy, Part I: Bernoulli’s Equation

    Conservation of Momentum: Momentum Equation

    Conservation of Energy, Part II: Energy Equation

    Application of the Basic Principles 

    Hydraulic Modeling

    Flow of fluids in circular and non-circular Pipes

    Flow of fluids in open channels

    Pumps and pump characteristics

    Energy Losses

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    INTRODUCTION 

    Fluid mechanics is the study of the behavior of

    fluids , either at rest (fluid statics) or in motion (fluid

    dynamics)

    Fluid is defined as a substance that deforms

    continuously when acted on by a shearing stress of

    any magnitude.

    Fluids can be either liquids or

    gases Liquids e.g. Water, gasoline, and

    alcohol

    Gases e.g. Air, water vapour,

    oxygen, nitrogen, methane etc

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    LIQUID VS GAS 

     A liquid takes the shape of thecontainer it is in and forms a

    free surface in the presence of

    gravity

     A gas expands until itencounters the walls of the

    container and fills the entire

    available space. Gases cannot

    form a free surface

    Gas and vapor are often used

    as synonymous words

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    5

    HISTORY 

    Faces of Fluid Mechanics

     Archimedes(C. 287-212 BC)

    Newton(1642-1727)

    Leibniz(1646-1716)

    Euler(1707-1783)

    Navier(1785-1836)

    Stokes(1819-1903)

    Reynolds(1842-1912)

    Prandtl(1875-1953)

    Bernoulli(1667-1748)

    Taylor

    (1886-1975)

    http://www-gap.dcs.st-and.ac.uk/~history/PictDisplay/Taylor_Geoffrey.html

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    DIMENSIONS  AND UNITS 

     Any physical quantity canbe characterized bydimensions.

    The magnitudes assignedto dimensions are calledunits.

    Primary dimensions (orfundamental dimensions)include: mass M , length L,time T , and temperature Ɵ,etc . 

    By General Conference of Weights and

    Measures 

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    DIMENSIONS  AND UNITS 

    For a wide variety of problems involving fluid

    mechanics, only the three basic dimensions, L, T ,

    and M  are required. Alternatively, L, T , and F  could

    be used, where F  is the basic dimensions of force

    Quantity Name of unit SI - Unit symbol

    Length (L) meter m

    Mass (m) kilogram kg or (N.s2 /m)

    Time (T ) second s

    Temperature (ɵ) Kelvin K

    Force (F ) Newton N or (kg.m/s2 )

    Note: equivalent unit of F = ma = kg.m/s 2  

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    DIMENSIONS  AND UNITS 

    Secondary dimensions (derived dimensions) can be expressed interms of primary dimensions and include: area (A), pressure (P),velocity V , energy E , and volume V, etc... 

     e.g. Area= length × length =L 2  = m 2  

    Velocity = Distance/time = L/T = m/s

    Unit systems include; English system or U.S. Customary system and

    Metric SI (International System)

     All theoretically derived equations describing physical phenomenaare dimensional ly homogeneous

    Equation:

    Dimension:

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    DIMENSIONS  AND UNITS 

    Homogeneity of an equation;

    general homogeneous equat ions : valid in any system of

    units 

    restr ic ted h omogeneous equat ions: valid only to a

    particular system of units 

    E.g. an equation for the distance, d, traveled by a freely falling

    body can be expressed as;

    , OR ...........????

    Show the dimensions of the above equations!!

    What is your observation?

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    DIMENSIONS  AND UNITS 

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    DIMENSIONS  AND UNITS Based on the notational scheme introduced in 1967,

    The degree symbol was officially dropped from the absolutetemperature unit,

     All unit names were to be written without capitalization even if theywere derived from proper names (Table 1 –1).

    However, the abbreviation of a unit was to be capitalized if the unit was

    derived from a proper name. For example, the SI unit of force, which isnamed after Sir Isaac Newton (1647 –1723), is newton (not Newton),and it is abbreviated as N.

     Also, the full name of a unit may be pluralized, but its abbreviationcannot. For example, the length of an object can be 5 m or 5 meters,not 5 ms or 5 meter.

    Finally, no period is to be used in unit abbreviations unless they appearat the end of a sentence. For example, the proper abbreviation ofmeter is m (not m.).

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    DIMENSIONS  AND UNITS 

    Unit systemsSI Units 

    In SI, the units of mass, length, and time are the kilogram (kg),

    meter (m), and second (s), respectively.

    Bri t ish Gravi tat ional (BG) System

    The unit of length is the foot (ft), the time unit is the second (s), the

    force unit is the pound (lb)

    The unit of mass is slug and it is derived from from Newton’s second

    law F = ma

    m=F/a = lb/(ft/s2) = lb.s2  /ft = slug

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    DIMENSIONS  AND UNITS 

    English Engineering (EE) Units  In English or U.S customary system, the units of mass,

    length, and time are the pound-mass (lbm), foot (ft), and

    second (s), respectively

    The unit of force is pound (lb or lbf) Force and mass are defined independently

    Special care is required while using these parameters

    in conjunction with Newton’s second law 

    Is “ 1lbm= 1 slug” ????  

    1lbm = 0.45359 kg

    1ft = 0.3048 m

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    DIMENSIONS  AND UNITS 

    Force Units and relation between lbm and slug 

    SI :

    EE:

    BG :

    We call a mass of 32.174 lbm 1 slug

    For the EE system, a 1-lb force is defined as that force which givesa 1lbm a standard acceleration of gravity which is taken as

    32.2ft/s2

     A dimensionally homogeneous Newton’s second law is expressed

    as 

    where, g c  is propotionality constrant  

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    DIMENSIONS  AND UNITS 

    Pressure is defined as the amount of force exerted on a unit area ofa substance

     Pam

     N 

    area

     force

     P  

    2

    Pressure is compressive normal force applied by the fluid to the

    surface

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    DIMENSIONS  AND UNITS 

    Consider a force, , acting on a 2D region of area

     A sitting on x-y plane

    Cartesian components:

     F 

     x

    y

    z

     F 

     F F i F j F k 

     x y z  (   ) (   ) (   )

     A

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    C ARTESIAN COMPONENTS    i

     F  z 

     F  x

       j

      k 

    - Unit vector in  x-direction

    - Unit vector in y-direction

    - Unit vector in z-direction

    - Magnitude of in  x-direction (tangent to surface) F 

     F  y - Magnitude of in y-direction (tangent to surface)

    - Magnitude of in z-direction (normal to surface)

     F 

     F 

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         F 

     A  shear stress

     x( )

    - For simplicity, let  F  y     0

    • Pressure and Shear stress

     p F 

     A

      normal stress pressure z 

      ( ( ))

    • Shear stress and pressure at a point

         

     

     

     

     F 

     A

     x

     Alim 0

     p F 

     A

     z 

     A

      

     

     

     

    lim 0

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    DIMENSIONS  AND UNITS 

    Pascals’ laws: 

    Pressure acts uniformly in all directions ona small volume (point) of a fluid

    In a fluid confined by solid boundaries,

    pressure acts perpendicular to the

    boundary – it is a normal  force.

    More on pressure...

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    DIMENSIONS  AND UNITS 

    Furnace duct Pipe or tube

    Heat exchanger

    Dam

    Pressure is a Normal Force

    (acts perpendicular to surfaces)

    It is also called a Surface Force

    Direction of fluid pressure on boundaries

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    DIMENSIONS  AND UNITS 

    Unit Definition or

    Relationship

    1 pascal (Pa) 1 kg m-1

     s-2

    1 bar 1 x 105 Pa

    1 atmosphere (atm) 101,325 Pa

    1 torr 1 / 760 atm760 mm Hg 1 atm

    14.696 pounds per

    sq. in. (psi)

    1 atm

    Units for Pressure

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    DIMENSIONS  AND UNITS 

    Weight, W  is a force. It is the gravitational force applied to a body,and its magnitude is determined from Newton’s second law ,

    where m is the mass of the body, and g is the local gravitationalacceleration (g is 9.807 m/s2 or 32.174 ft/s2

    The weight of a unit volume of a substance is called the specificweight, g and is determined from;

    or where r is density, V  is volume

     

     

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    DIMENSIONS  AND UNITS 

    Work , which is a form of energy, can simply be defined asforce times distance; therefore, it has the unit “newton-meter

    (N . m),” which is called a joule (J). That is, 

     A more common unit for energy in SI is the kilojoule (1 kJ =103 J). In the English system, the energy unit is the Btu

    (British thermal unit), which is defined as the energy required

    to raise the temperature of 1 lbm of water at 68°F by 1°F.

    In the metric system, the amount of energy needed to raise

    the temperature of 1 g of water at 14.5°C by 1°C is defined

    as 1 calorie (cal), and 1 cal = 4.1868 J. The magnitudes of

    the kilojoule and Btu are almost identical (1 Btu = 1.0551 kJ).

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    DIMENSIONS  AND UNITS 

    Dimensional homogeneity is a valuable tool in checking for errors. Make

    sure every term in an equation has the same units.

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    DIMENSIONS  AND UNITS 

    Unity conversion ratios are helpful in converting units. Use them.

     All nonprimary units ( secondary units ) can be formed by

    combinations of primary units. Force units, for example, can be

    expressed as 

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    DIMENSIONS  AND UNITS 

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    PROPERTIES OF FLUID 

    Gases are light and compressible,

    Liquids are heavy (by comparison) and relatively incompressible

    Syrup flows slowly from a container than water

    To quantify these differences certain fluid properties are used

    Fluid properties include;

    Mass (m) –already discussed!

    Pressure –  Already discussed!

    Density (  ρ )

    specific weight (w) specific gravity (sg )

    Bulk modulus of elastisity (E)

    viscosity i.e. Dynamic or kinematic viscosity

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    PROPERTIES OF FLUID 

    Density, ρ (rho) of a fluid is defined as its mass (m) per unit

    volume (V)

    The value of ρ can vary widely between different fluids For liquids, variations in pressure and temperature generally

    have only a small effect on the value of ρ 

    Unlike liquids, the density of a gas is strongly influenced by

    both pressure and temperature 

    The maximum density ( ρ = 1000kg/m3 ) of water is reached at

    40C

    Specific volume, V s  of fluid is its volume per unit mass

     ρ = m/V (kg/m3 ) 

    V s = V/m =1/  ρ  (m3

     /kg) 

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    PROPERTIES OF FLUID 

    Effect of temperature on the value of ρ of water

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    PROPERTIES OF FLUID 

    Specific weight of a fluid, , (gamma), is defined as its weight perunit volume

     The specific weight is related to density through the equation;

    Specific gravity of a fluid, SG, is defined as the ratio of the densityof the fluid to the density of water at some specified temperature

    Usually the specified temperature is taken as 40C (39.20F)and at thistemperature the density of water 1000kg/m3 or 1.94slug/ft3

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    PROPERTIES OF FLUID 

    Density of Ideal Gases

    Gases are highly compressible in comparison to liquid.

    Changes in gas density directly related to changes in pressure

    and temperature through the equation of ideal or perfect gas

    law ;

    The gas constant, R , depends on the particular gas and is

    related to the molecular weight of the gas by equation;

    R = R u /M R u , is universal gas constant

    (8.314kJ/kmol K)

    M , molecular weight

    Where P , is absolute pressure (N/m2),

    T , is are absolute temperature (K)

    R , is gas constantP = ρRT

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    PROPERTIES OF FLUID 

    Example 1:

     A reservoir of oil has a mass of 825kg and a volume of

    0.917m3 calculate;

    Weight of the reservoir

    The density, specific weight and specific gravity of the

    oil

    Example 2: 

    Glycerine at 20 0 C has a specific gravity of 1.263. compute its

    density and specific weight . Example 3

     A gas weighs 20N/m3 at 30 0 C  and at an absolute pressure of

    350kN/m2. Determine the gas constant and density of the

    gas.

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    BULK MODULUS OF ELASTICITY 

    The bulk modulus of elasticity or compressibility  refer tothe change in volume (V) of a substance that is

    subjected to a change in pressure on it.

    Liquids are heavy and very slightly compressible

    For liquids, very large change in pressure is required to

    produce small change a in volume.

    Gases light and compressible –bulk modulus is not

    usually applied to gases.

    For gases, to determine the change in volume of a gas

    with a change in pressure, the principles of

    thermodynamics must be applied

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    VISCOSITY ( µ  )

    Different fluids deform at different rates when the sameshear stress (force/area) is applied.

    Viscosity, µ is a fluid property that offers resistance to the

    shear force or relative motion of fluid

    It can be thought as the internal stickiness of a fluid

    Representative of internal friction in fluids

    Internal friction forces in flowing fluids result from cohesion

    and momentum interchange between molecules.

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    EFFECT OF TEMPERATURE ON VISCOSITY..

    In liquids;  viscosity decreases with increasing temperature

    When temperature increases the distance between

    molecules increases and the cohesive forcedecreases.

    In gases;

     The contribution to viscosity is more due to

    momentum transfer

     As temperature increases, more molecules cross over withhigher momentum differences and setting up strong internalshear

    Thus, viscosity increases with increasing temperature

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    Dynamic (absolute)

    viscosity of some common

    fluids as a function oftemperature

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    MORE ON VISCOSITY...

    Viscosity is important, for example,

    In determining the amount of fluids that can be

    transported in a pipeline during a specific period

    of time

    determining energy losses associated with

    transport of fluids in ducts, channels and pipes

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    NO SLIP CONDITION 

    Because of viscosity, at boundaries (walls) particles

    of fluid adhere to the walls, and so the fluid velocity

    is zero relative to the wall

    Viscosity and associated shear stress may be

    explained via the following: flow between no-slip

    parallel plates.

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    Flow between no-slip parallel plates-each plate has area A

    Moving plate

    Fixed plate

     F U ,

     x z 

     y

     F Fi  

      U Ui  

    Force induces velocity on top plate. At top plate flow velocity is

     F 

     At bottom plate velocity is 0

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    The velocity induced by moving top plate can be sketched as follows:

     y

    u y( )

    u yU 

    Y   y( ) 

        

       The velocity induced by top plate is expressed as:

    u y( ) 0 0

    u y Y U  ( )

    Slope: Take derivertive of the equation gives;The expression is valid

    for most common fluids

    such as water, gasoline

    and airWhere: δβ is rate of shearing strain &

    du/dy  velocity gradient = slope 

    slope

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    For a large class of fluids, empirically,  F  AU 

    More specifically,  F   AU Y 

          ;    is coefficient of vis itycos

    Shear stress induced by F   is    F 

     A

    From previous slide, note that

    du

    dy

    Thus, shear stress is    du

    dy

    In general we may use this expression to find shear stress at a point

    inside a moving fluid. Note that if fluid is at rest this stress is zero because

    du

    dy    0

         F 

     A  shear stress

     x( )Recall: definition of Shear stress

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     Alternatively: The shearing stress (τ) is directly propotional tothe rate of deformation/shearing strain(δβ)/velocity gradient

    ==>

    The expression is know as Newton’s law of viscosity  

    Newton’s law of viscosity states that the shear force to beapplied for a deformation rate of (du/dy) over an area A isgiven by,

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       du

    dy

      - Dynamic viscosity (coeff. of viscosity)

    Fixed no-slip plate

    u y velocity profile( ) ( )

      Shear stress due to viscosity at a point:

    fluid surface

    e.g.: wind-driven flow in ocean

      

     r - kinematic

    viscosity

     y

    NEWTON’S EQUATION OF VISCOSITY 

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    N EWTONIAN   AND NON -N EWTONIAN  FLUIDS 

    Fluids for which the shearing stress is linearly related

    to the rate of shearing strain are designated as

    Newtonian fluids

    Newtonian fluids obey eqn:

    Fluids for which the shearing stress is not linearly

    related to the rate of shearing strain are designated

    as non-Newtonian fluids

    Non-Newtonian fluids do not obey the above

    equation

    Linear variation of shearing stress with rate of shearing strain

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    g g

    for common fluids

    V i ti f h i t ith t f h i t i f

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    Variation of shearing stress with rate of shearing strain for

    several types of fluids, including common non-Newtonian fluids

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    SELF STUDY.....

    Surface tension...

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    END