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FLUID MECHANICS




Department of Nuclear Engineering and Fluid Mechanics
University College of Engineering
University of Basque Country (EHU/UPV)
Vitoria-Gasteiz
                                                        Instructor: Iñigo Errasti Arrieta
CONTENTS

  LESSON 1. INTRODUCTION
  LESSON 2. FLUID STATICS
  LESSON 3. FLUID KINEMATICS
  LESSON 4. FLUID DYNAMICS
  LESSON 5. THE ENERGY EQUATION
  LESSON 6. APPLICATIONS OF BERNOULLI EQUATION
  LESSON 7. LINEAR MOMENTUM THEOREM
  LESSON 8. DIMENSIONAL ANALYSIS AND SIMILITUDE
  LESSON 9. INCOMPRESSIBLE VISCOUS FLOW
  LESSON 10. ENERGY LOSSES IN PIPES
  LESSON 11. STEADY-STATE FLOW IN PIPES
  LESSON 12. TRANSIENT REGIMES IN PIPES
  LESSON 13. FLOW THROUGH OPEN CHANNELS
  LESSON 14. PUMPS AND TURBINES
LESSON 1. INTRODUCTION TO FLUID MECHANICS


  1. Field of application of Fluid Mechanics

  2. Brief history of Fluid Mechanics

  3. Fluid as a continuum. Fluid definition

  4. Dimensions and Units

  5. Operators

  6. Physical properties of fluids
1. Field of application of Fluid Mechanics



      “Fluid Mechanics”, definition

      Physical phenomena in nature

      Engineering

      Other aspects in common life

      Main branches:

      •   Statics
      •   Kinematics
      •   Dynamics
      •   Aerodynamics
      •   Computational Fluid Dynamics (CFD)
1. Field of application of Fluid Mechanics



      Weather & climate



      Vehicles




      Environment
1. Field of application of Fluid Mechanics


     Physiology and medicine




     Sports & Recreation
2. Brief history of Fluid Mechanics



      Archimedes

      Mariotte, Torricelli, Pascal, Castelli

      Newton, Bernoulli, Euler, D’Alembert

      Chezy, Navier, Coriolis, Darcy

      Pouiseuille, Hagen, Reynolds, Stokes

      Froude, Francis, Pelton, Herschel

      Thomson, Kelvin, Rayleigh, Lamb

      Prandtl, von Karman, Blasius

      Taylor, Kolmogorov, Nikuradse
2. Brief history of Fluid Mechanics




 Archimedes          Newton             Leibniz             Bernoulli         Euler
 (287-212 BC)       (1642-1727)       (1646-1716)        (1667-1748)        (1707-1783)




 Navier          Stokes           Reynolds     Prandtl          Taylor      Kolmogorov
(1785-1836)     (1819-1903)   (1842-1912)     (1875-1953)     (1886-1975)    (1903-1987)
3. Fluid as a continuum. Definition of fluid



    Definition of fluid

    Comparison to solid

    States of matter (liquid and gas)

    Modelling the fluid as a continuum
3. Fluid as a continuum. Definition of fluid

Comparison to solid
    Time t0            Time t1            Time t2

                                                               - Deformation of solid:                F
         r
         F
                        Ф1        r
                                  F
                                          Ф2 = Ф1 r
                                                       F
                                                                 invariable with time           τ=
     Solid                Solid                Solid
                                                                                                      A
                                                                                               τ : Shear stress
    Time t0            Time t1            Time t2
                                                                                                  F: Shear force
                                                               - Deformation of fluid:
                                  r       Ф2 > Ф1          r                                      A: Contact area
         r              Ф1
                                                           F     continuous with time
         F                        F
     Fluid                Fluid                  Fluid



Figure 1.1. Deformation of solids and fluids




Figure 1.2b. Molecules are at relatively fixed positions in a solid.     Figure 1.2a. Unlike a liquid, a gas does not
Groups of molecules move about each other in the liquid phase.           form a free surface and it expands to fill the
Molecules move around at random in the gas phase (Cengel-Cimbala)        entire available space (Cengel-Cimbala)
3. Fluid as a continuum. Definition of fluid

The model of the continuum

  - Differential volume range for analysing the fluid as a continuum

  - Definition of the density in a fluid as a continuum




 Figure 1.3. Differential volume in a fluid       Figure 1.4. Density calculated in function of
 region with varying density (from White)         the differential volume (from White)




                                           δm
                          ρ = lim
                                δV →δV *   δ 0V
4. Dimensions and Units


  Dimensions, magnitudes and units

  Primary dimensions

  Secondary dimensions

  SI and English systems

  Conversion ratios


      Some SI units:                 English units:

              mass:     kg           pound-mass (lbm)
              length:   meter        foot (ft)
              time:     second       second (s)
              force:    newton       pound-force (lbf)
              work:     joule        British thermal unit (btu)
4. Units

Prefixes, dimensions and unity conversion factors




      Table 1.1. Prefixes




                                                    Table 1.2. Units in the SI and US system




    Table 1.3. Unity conversion factors
5. Operators

•       Gradient of a scalar function f:

               r                 r    ∂f ( x, y, z ) r ∂f ( x, y, z ) r ∂f ( x, y, z ) r
             gradf ( x, y, z ) = ∇f =                i+               j+              k
                                           ∂x               ∂y               ∂z
                                        r
•       Divergence of a vector function f :


                  r               r r ∂f x ( x, y , z ) ∂f y ( x, y, z ) ∂f z ( x, y, z )
               divf ( x, y, z ) = ∇f =                 +                +
                                             ∂x                ∂y               ∂z
                                   r
    •    Curl of a vector function f :

                                                 r                  r                  r
                                                 i                  j                  k
             r r                 r r            ∂                  ∂                  ∂
            cu rlf ( x, y, z ) = ∇xf =
                                                ∂x                 ∂y                 ∂z
                                           f x ( x, y , z )   f y ( x, y , z )   f z ( x, y , z )
6. Physical properties of fluids


 1. Density, specific weight and specific gravity
 2. Pressure
 3. Ideal gas equation of state
 4. Compressibility
 5. Viscosity
 6. Vapour pressure. Saturation pressure. Cavitation
 7. Surface tension and capillary effect
6.1. Density and specific weight



     Density (definition, dimensions, units)

     Specific weight (definition, dimensions, units)

     Relative density or specific gravity (definition)
6.1. Density, specific weight and specific gravity


• Density (definition)


              m               dm
         ρ=              ρ=                                    dV
              V               dV                          dm


          Mass per unit volume (kg/m3)                                       V
                                                       Figure 1.5a. Concept of density of a fluid


                                             1
• Specific volume (definition)        Vs =
                                             ρ
 • Specific weight (definition)        γ = ρg
                                                                             ρ
                                                                SG =
 • Specific gravity or relative density (definition)
                                                                          ρH O   2
6.1. Density, specific weight and specific gravity




   Figure 1.5b. Approximate physical properties of common liquids at atmospheric pressure
6.2. Pressure



     Definition (2 forms)

     Dimensions. Units

     Pressure level with different references
6.2. Pressure. Units

• Definition (2 forms)
   Atmosphere                                                  Ratio of normal force (Fn)
                                                               to area at a point
                                Fn
                                          A

                                                     Fn
                                                  P=
                                                     A

Figure 1.6. Pressure in plane A
                                                          r
                     dA                                  ΔFn       dFn
                           r                  P = lim          =
                          dFn                     ΔA→0   ΔA        dA
                                          1 Pa= 1 Nw m-2

                                 A        1 baria = 1 dyne cm-2
                      V
                                          1 atm = 760 mmHg=1.013 x 105 Pa = 10.33 mwc

Figure 1.7. General concept of pressure         = 2116 lbf ft-2

                                          1 psi = 6895 Pa
6.2. Pressure

  • Pressure references

                                              Absolute pressure (pabs): pressure relative to
                                              absolute zero, absolute vacuum, p = 0 Pa.
                  pabs > patm ; pgauge > 0

                      (overpressure)          Gauge pressure (pgauge): pressure relative to
                                              the local atmospheric pressure.

                  pabs = patm ; pgauge = 0
                                                            pabs = p gage + patm
                 pabs < patm ; pgauge < 0
                                             • Example 1:
                    (vacuum, suction)
                                             A gage pressure of 50 kPa recorded in a location
                                             where the atmospheric pressure is 100 kPa is
                  pabs = 0                   expressed as either

                                              p= 50 kPa gage or p=150 kPa abs


                                             • Example 2:
 Figure 1.8. Pressure references
6.3. Ideal gas equation of state


  • Definition of the equation of state

  • Equation of state for an ideal gas


     pV = nRT             R = 8.314 J / Kmol K             Universal gas constant




   • Other forms of the equation of state

                               ⎡R⎤
       p = ρR * T         R* = ⎢ ⎥
                               ⎣M ⎦
                                        (J/kg K)   M: molecular weight (Kg/Kmol) of the gas




       p = γR ' T              ⎡ R ⎤
                          R' = ⎢    ⎥
                               ⎣ Mg ⎦
                                         (m/K)
6.4. Compressibility and elasticity


   Parameters:
                                                     dp
                                            E =−
       • Bulk modulus of elasticity E:             (dV / V )                                  1
                                                                                     E=
                                                (dV / V )                                     α
       • Compressibility α:                 α=−
                                                  dp



                               F
                   A
                                           p=F/A ; V
   Increase in F
                                          (p + dp) ; (V + dV)
                           V                                      Negative value (decrease)



             Figure 1.9. Decrease in volume by an increase in pressure
6.4. Compressibility and elasticity


     Table 1.4 Values of bulk modulus of elasticity for some liquids


                         Liquid                             E (GPa)
                         Water                                2,07
                        Ethanol                               1,21
                        Benzene                               1,03
                   Carbon tetrachloride                       1,10
                        Mercury                              26,20




      Ideal gases:            E = kp



      Newton's formula for speed of sound                       c2 =
                                                                       dp E
                                                                         =
      (Newton – Laplace equation):                                     dρ ρ
6.5. Viscosity



 1. Viscosity: Dynamic and kinematic

 2. Newton’s law of viscosity

 3. Rheological diagram

 4. Dependence on pressure and temperature

 5. Viscometers
6.5. Viscosity

    Definition

    Physical phenomena causing viscosity:

     •   Intermolecular cohesion:
                                                                            r
                                     r                                      U2
                                     U
                                    r 2                            τ
                                    U1                                     r
                                                                           U1

         Figure 1.10. Influence of intermolecular cohesion on viscosity



     ● Collisional exchange of momentum:
                                        r                                       r
                                        U2                                      U2
                                                                       τ
                                       r
                                       U1                                  r
                                                                           U1

          Figure 1.11. Influence of momentum exchange on viscosity
6.5. Newton’s law of viscosity

 • Velocity profile, shear stress, deformation:
                                                        τ                                     τ
        y                                    U + dU                                  U + dU
                                                                         ds

                                                                        dθ
            dV                     dy
                                                  dV                                  dV



                                                U                                U
                                                                                                  μ:   Dynamic viscosity
                                         τ                                   τ
             U=0
                                                    τ                                              F: Shear force
                                             Time (t)                    Time (t + dt)             A: Contact area

                    Figure 1.2 Deformation of a fluid element


                               F                                                              dθ dU
  ● Shear stress:        τ=                                 ● Deformation rate:                 =
                                                                                              dt dy
                               A
                                               dθ    dU                                       dθ      dU
  • Newton’s law of viscosity:          τ=μ       =μ                             F = μA          = μA
                                               dt    dy                                       dt      dy

  • Inviscid flow hypothesis (ideal fluid)
                                                    μ =0                         τ =0
6.5. Rheological diagram

   Newtonian fluid                                     dθ    dU           μ:   Dynamic viscosity
                                                 τ=μ      =μ
   Pseudo plastic fluid                                dt    dy
   Dilatant fluid
   Ideal plastic
   Ideal fluid
   Elastic solid
                                           Ideal plastic (Bingham)      Dilatant τ = k ( gradU ) , n > 1
                                                                                                n
                          τ (N/m2)      r   1
                                     gradU = (τ − τ 0 )
                                                 μ
                                                                                 Newtonian

                                       Plastic
                          Elastic                                           Pseudo plastic   τ = k ( gradU )n , n < 1
                           solid




                                                          Ideal fluid
                                                                                      dθ dU −1
                                                                                        =   (s )
                                                                                      dt dy
                                         Figure 1.13 Rheological diagram
6.5. Dynamic and kinematic viscosity. Unities


   Dynamic viscosity (absolute viscosity)


                                                                  dθ    dU
                             • Newton’s law of viscosity:   τ=μ      =μ
                                                                  dt    dy

      SI system: : 1 Pa s = 1 Poiseuille = 1 Nw m-2s
      CGS system: 1 poise = 1 dyne cm-2s



    Kinematic viscosity:                  μ
                                       ν=
                                          ρ

                     SI system: : 1 m2s-1
                     CGS system: 1 cm2s-1 = 1 stoke
6.5. Dependence on pressure and temperature

            Effect of temperature

μ (Pa·s)                                                              μ↓   as   T↑                      ν↓ decreases when T↑
                                                      - Liquid:
                                                                       ρ ≈ Cte (incompressible)
                                     Gas



                                                       - Gas:          μ ↑ con T↑
                                                                                                   ν↑↑ increases when T↑
                                  Liquid                               ρ ↓ con T↑ ( p = γR’T )



                                       T (K)                      Sutherland correlation for viscosity of gases



               Figure 1.14 Dynamic viscosity of gases and liquids as a function of temperature




               Effect of pressure


                       μ ≈ Cte                                             μ ≈ Cte (∆p not excessive)
           - Liquid:                              ν ≈ Cte   - Gas:                                      ν↓   decreases when   p↑
                       ρ ≈ Cte (incompressible)                            ρ ↑ as p↑
6.5. Dependence on pressure and temperature




                           (Figures 1.15, 1.16 from White)
6.5. Viscometers



                                         a)                     b)
    Engler viscometer


    Redwood viscometer


    Brookfield viscometer


    Falling sphere viscometer
                                          c)                         d)




   Figures 1.17 Schematic of a) Engler, b) Redwood, c) Brookfield and d) falling sphere-type viscometers
6.6. Vapour pressure and saturation pressure


   Reviewing the concepts of vapour pressure and saturation pressure




                     Figure 1.18. Phase diagram
6.6. Vapour pressure and saturation pressure


   Cavitation:

         Process of formation of the vapour of liquid when it is subjected to reduced
         pressure at constant ambient temperature

         Gaseous and vaporous cavitation

         Cavitation number:


                        p − p sat                    p↓ , T               p↑, T
                 Ca =                   p, T                    boiling             implosion
                        1
                          ρU 2
                        2


                                                      p < psat (T)        p > psat (T)


                                         Figure 1.19. Schematic of the cavitation process
6.6. Vapour pressure and saturation pressure




Figure 1.20. Consequence of cavitation damage on   Figure 1.21. Consequence of cavitation damage
an impeller of a pump                              on an impeller of a pump. Detail




Figure 1.22. Consequence of cavitation damage on   Figure 1.23. Consequence of cavitation damage on
an impeller of a pump. Profile view                an impeller of a pump. Profile view
6.7. Surface tension and capillary effect

   Surface tension
                                                    Figure 1.24. Forces acting on a liquid at the
                                                    surface and deep inside (Cengel-Cimbala).

    F
 σ=
    l
   Capillary rise




     2σ
  h=     cos φ
     ρgR                                             Figure 1.25. Capillary rise and fall of water
                                                     and mercury in a small diameter glass tube
                                                     (Cengel-Cimbala).




                     Figure 1.26. Forces acting on a liquid column that has risen in a tube.

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Lesson 1

  • 1. FLUID MECHANICS Department of Nuclear Engineering and Fluid Mechanics University College of Engineering University of Basque Country (EHU/UPV) Vitoria-Gasteiz Instructor: Iñigo Errasti Arrieta
  • 2. CONTENTS LESSON 1. INTRODUCTION LESSON 2. FLUID STATICS LESSON 3. FLUID KINEMATICS LESSON 4. FLUID DYNAMICS LESSON 5. THE ENERGY EQUATION LESSON 6. APPLICATIONS OF BERNOULLI EQUATION LESSON 7. LINEAR MOMENTUM THEOREM LESSON 8. DIMENSIONAL ANALYSIS AND SIMILITUDE LESSON 9. INCOMPRESSIBLE VISCOUS FLOW LESSON 10. ENERGY LOSSES IN PIPES LESSON 11. STEADY-STATE FLOW IN PIPES LESSON 12. TRANSIENT REGIMES IN PIPES LESSON 13. FLOW THROUGH OPEN CHANNELS LESSON 14. PUMPS AND TURBINES
  • 3. LESSON 1. INTRODUCTION TO FLUID MECHANICS 1. Field of application of Fluid Mechanics 2. Brief history of Fluid Mechanics 3. Fluid as a continuum. Fluid definition 4. Dimensions and Units 5. Operators 6. Physical properties of fluids
  • 4. 1. Field of application of Fluid Mechanics “Fluid Mechanics”, definition Physical phenomena in nature Engineering Other aspects in common life Main branches: • Statics • Kinematics • Dynamics • Aerodynamics • Computational Fluid Dynamics (CFD)
  • 5. 1. Field of application of Fluid Mechanics Weather & climate Vehicles Environment
  • 6. 1. Field of application of Fluid Mechanics Physiology and medicine Sports & Recreation
  • 7. 2. Brief history of Fluid Mechanics Archimedes Mariotte, Torricelli, Pascal, Castelli Newton, Bernoulli, Euler, D’Alembert Chezy, Navier, Coriolis, Darcy Pouiseuille, Hagen, Reynolds, Stokes Froude, Francis, Pelton, Herschel Thomson, Kelvin, Rayleigh, Lamb Prandtl, von Karman, Blasius Taylor, Kolmogorov, Nikuradse
  • 8. 2. Brief history of Fluid Mechanics Archimedes Newton Leibniz Bernoulli Euler (287-212 BC) (1642-1727) (1646-1716) (1667-1748) (1707-1783) Navier Stokes Reynolds Prandtl Taylor Kolmogorov (1785-1836) (1819-1903) (1842-1912) (1875-1953) (1886-1975) (1903-1987)
  • 9. 3. Fluid as a continuum. Definition of fluid Definition of fluid Comparison to solid States of matter (liquid and gas) Modelling the fluid as a continuum
  • 10. 3. Fluid as a continuum. Definition of fluid Comparison to solid Time t0 Time t1 Time t2 - Deformation of solid: F r F Ф1 r F Ф2 = Ф1 r F invariable with time τ= Solid Solid Solid A τ : Shear stress Time t0 Time t1 Time t2 F: Shear force - Deformation of fluid: r Ф2 > Ф1 r A: Contact area r Ф1 F continuous with time F F Fluid Fluid Fluid Figure 1.1. Deformation of solids and fluids Figure 1.2b. Molecules are at relatively fixed positions in a solid. Figure 1.2a. Unlike a liquid, a gas does not Groups of molecules move about each other in the liquid phase. form a free surface and it expands to fill the Molecules move around at random in the gas phase (Cengel-Cimbala) entire available space (Cengel-Cimbala)
  • 11. 3. Fluid as a continuum. Definition of fluid The model of the continuum - Differential volume range for analysing the fluid as a continuum - Definition of the density in a fluid as a continuum Figure 1.3. Differential volume in a fluid Figure 1.4. Density calculated in function of region with varying density (from White) the differential volume (from White) δm ρ = lim δV →δV * δ 0V
  • 12. 4. Dimensions and Units Dimensions, magnitudes and units Primary dimensions Secondary dimensions SI and English systems Conversion ratios Some SI units: English units: mass: kg pound-mass (lbm) length: meter foot (ft) time: second second (s) force: newton pound-force (lbf) work: joule British thermal unit (btu)
  • 13. 4. Units Prefixes, dimensions and unity conversion factors Table 1.1. Prefixes Table 1.2. Units in the SI and US system Table 1.3. Unity conversion factors
  • 14. 5. Operators • Gradient of a scalar function f: r r ∂f ( x, y, z ) r ∂f ( x, y, z ) r ∂f ( x, y, z ) r gradf ( x, y, z ) = ∇f = i+ j+ k ∂x ∂y ∂z r • Divergence of a vector function f : r r r ∂f x ( x, y , z ) ∂f y ( x, y, z ) ∂f z ( x, y, z ) divf ( x, y, z ) = ∇f = + + ∂x ∂y ∂z r • Curl of a vector function f : r r r i j k r r r r ∂ ∂ ∂ cu rlf ( x, y, z ) = ∇xf = ∂x ∂y ∂z f x ( x, y , z ) f y ( x, y , z ) f z ( x, y , z )
  • 15. 6. Physical properties of fluids 1. Density, specific weight and specific gravity 2. Pressure 3. Ideal gas equation of state 4. Compressibility 5. Viscosity 6. Vapour pressure. Saturation pressure. Cavitation 7. Surface tension and capillary effect
  • 16. 6.1. Density and specific weight Density (definition, dimensions, units) Specific weight (definition, dimensions, units) Relative density or specific gravity (definition)
  • 17. 6.1. Density, specific weight and specific gravity • Density (definition) m dm ρ= ρ= dV V dV dm Mass per unit volume (kg/m3) V Figure 1.5a. Concept of density of a fluid 1 • Specific volume (definition) Vs = ρ • Specific weight (definition) γ = ρg ρ SG = • Specific gravity or relative density (definition) ρH O 2
  • 18. 6.1. Density, specific weight and specific gravity Figure 1.5b. Approximate physical properties of common liquids at atmospheric pressure
  • 19. 6.2. Pressure Definition (2 forms) Dimensions. Units Pressure level with different references
  • 20. 6.2. Pressure. Units • Definition (2 forms) Atmosphere Ratio of normal force (Fn) to area at a point Fn A Fn P= A Figure 1.6. Pressure in plane A r dA ΔFn dFn r P = lim = dFn ΔA→0 ΔA dA 1 Pa= 1 Nw m-2 A 1 baria = 1 dyne cm-2 V 1 atm = 760 mmHg=1.013 x 105 Pa = 10.33 mwc Figure 1.7. General concept of pressure = 2116 lbf ft-2 1 psi = 6895 Pa
  • 21. 6.2. Pressure • Pressure references Absolute pressure (pabs): pressure relative to absolute zero, absolute vacuum, p = 0 Pa. pabs > patm ; pgauge > 0 (overpressure) Gauge pressure (pgauge): pressure relative to the local atmospheric pressure. pabs = patm ; pgauge = 0 pabs = p gage + patm pabs < patm ; pgauge < 0 • Example 1: (vacuum, suction) A gage pressure of 50 kPa recorded in a location where the atmospheric pressure is 100 kPa is pabs = 0 expressed as either p= 50 kPa gage or p=150 kPa abs • Example 2: Figure 1.8. Pressure references
  • 22. 6.3. Ideal gas equation of state • Definition of the equation of state • Equation of state for an ideal gas pV = nRT R = 8.314 J / Kmol K Universal gas constant • Other forms of the equation of state ⎡R⎤ p = ρR * T R* = ⎢ ⎥ ⎣M ⎦ (J/kg K) M: molecular weight (Kg/Kmol) of the gas p = γR ' T ⎡ R ⎤ R' = ⎢ ⎥ ⎣ Mg ⎦ (m/K)
  • 23. 6.4. Compressibility and elasticity Parameters: dp E =− • Bulk modulus of elasticity E: (dV / V ) 1 E= (dV / V ) α • Compressibility α: α=− dp F A p=F/A ; V Increase in F (p + dp) ; (V + dV) V Negative value (decrease) Figure 1.9. Decrease in volume by an increase in pressure
  • 24. 6.4. Compressibility and elasticity Table 1.4 Values of bulk modulus of elasticity for some liquids Liquid E (GPa) Water 2,07 Ethanol 1,21 Benzene 1,03 Carbon tetrachloride 1,10 Mercury 26,20 Ideal gases: E = kp Newton's formula for speed of sound c2 = dp E = (Newton – Laplace equation): dρ ρ
  • 25. 6.5. Viscosity 1. Viscosity: Dynamic and kinematic 2. Newton’s law of viscosity 3. Rheological diagram 4. Dependence on pressure and temperature 5. Viscometers
  • 26. 6.5. Viscosity Definition Physical phenomena causing viscosity: • Intermolecular cohesion: r r U2 U r 2 τ U1 r U1 Figure 1.10. Influence of intermolecular cohesion on viscosity ● Collisional exchange of momentum: r r U2 U2 τ r U1 r U1 Figure 1.11. Influence of momentum exchange on viscosity
  • 27. 6.5. Newton’s law of viscosity • Velocity profile, shear stress, deformation: τ τ y U + dU U + dU ds dθ dV dy dV dV U U μ: Dynamic viscosity τ τ U=0 τ F: Shear force Time (t) Time (t + dt) A: Contact area Figure 1.2 Deformation of a fluid element F dθ dU ● Shear stress: τ= ● Deformation rate: = dt dy A dθ dU dθ dU • Newton’s law of viscosity: τ=μ =μ F = μA = μA dt dy dt dy • Inviscid flow hypothesis (ideal fluid) μ =0 τ =0
  • 28. 6.5. Rheological diagram Newtonian fluid dθ dU μ: Dynamic viscosity τ=μ =μ Pseudo plastic fluid dt dy Dilatant fluid Ideal plastic Ideal fluid Elastic solid Ideal plastic (Bingham) Dilatant τ = k ( gradU ) , n > 1 n τ (N/m2) r 1 gradU = (τ − τ 0 ) μ Newtonian Plastic Elastic Pseudo plastic τ = k ( gradU )n , n < 1 solid Ideal fluid dθ dU −1 = (s ) dt dy Figure 1.13 Rheological diagram
  • 29. 6.5. Dynamic and kinematic viscosity. Unities Dynamic viscosity (absolute viscosity) dθ dU • Newton’s law of viscosity: τ=μ =μ dt dy SI system: : 1 Pa s = 1 Poiseuille = 1 Nw m-2s CGS system: 1 poise = 1 dyne cm-2s Kinematic viscosity: μ ν= ρ SI system: : 1 m2s-1 CGS system: 1 cm2s-1 = 1 stoke
  • 30. 6.5. Dependence on pressure and temperature Effect of temperature μ (Pa·s) μ↓ as T↑ ν↓ decreases when T↑ - Liquid: ρ ≈ Cte (incompressible) Gas - Gas: μ ↑ con T↑ ν↑↑ increases when T↑ Liquid ρ ↓ con T↑ ( p = γR’T ) T (K) Sutherland correlation for viscosity of gases Figure 1.14 Dynamic viscosity of gases and liquids as a function of temperature Effect of pressure μ ≈ Cte μ ≈ Cte (∆p not excessive) - Liquid: ν ≈ Cte - Gas: ν↓ decreases when p↑ ρ ≈ Cte (incompressible) ρ ↑ as p↑
  • 31. 6.5. Dependence on pressure and temperature (Figures 1.15, 1.16 from White)
  • 32. 6.5. Viscometers a) b) Engler viscometer Redwood viscometer Brookfield viscometer Falling sphere viscometer c) d) Figures 1.17 Schematic of a) Engler, b) Redwood, c) Brookfield and d) falling sphere-type viscometers
  • 33. 6.6. Vapour pressure and saturation pressure Reviewing the concepts of vapour pressure and saturation pressure Figure 1.18. Phase diagram
  • 34. 6.6. Vapour pressure and saturation pressure Cavitation: Process of formation of the vapour of liquid when it is subjected to reduced pressure at constant ambient temperature Gaseous and vaporous cavitation Cavitation number: p − p sat p↓ , T p↑, T Ca = p, T boiling implosion 1 ρU 2 2 p < psat (T) p > psat (T) Figure 1.19. Schematic of the cavitation process
  • 35. 6.6. Vapour pressure and saturation pressure Figure 1.20. Consequence of cavitation damage on Figure 1.21. Consequence of cavitation damage an impeller of a pump on an impeller of a pump. Detail Figure 1.22. Consequence of cavitation damage on Figure 1.23. Consequence of cavitation damage on an impeller of a pump. Profile view an impeller of a pump. Profile view
  • 36. 6.7. Surface tension and capillary effect Surface tension Figure 1.24. Forces acting on a liquid at the surface and deep inside (Cengel-Cimbala). F σ= l Capillary rise 2σ h= cos φ ρgR Figure 1.25. Capillary rise and fall of water and mercury in a small diameter glass tube (Cengel-Cimbala). Figure 1.26. Forces acting on a liquid column that has risen in a tube.