INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR

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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
INTRODUCTION TO FLUID MECHANICS – CVG 2116

             INTRODUCTION AND
              FLUID PROPERTIES

                    Ioan NISTOR
                inistor@uottawa.ca

             Things to remember…

• Attend the tutorial!!!

• Attend the lectures!!

• REVISE CVG 2149 (Civil Eng. Mechanics) and
MAT1322 (Calculus) You will BADLY need it throughout
the course!

 Vi t l Campus
•Virtual C     (Blackboard
               (Bl kb    d Learning
                           L    i System)
                                    S t ) is
                                          i
operational!

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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
WHY do we study Fluid Mechanics?...

      Dams and Reservoirs

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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
Water Distribution and Treatment

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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
River and Coastal Works

http://www.nab.usace.army.mil/pbriefs/lhfloodpro.html                  CVG 2116

                                           Environment

                              Air pollution              River hydraulics

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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
Vehicles

     Aircraft                 Surface ships

High-speed rail               Submarines

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           Weather & Climate

    Tornadoes                 Thunderstorm

  Global Climate                Hurricanes

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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
Physiology and Medicine

  Blood pump             Ventricular assist device

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                Sports & Recreation

Water sports            Cycling         Offshore racing

       Auto racing                Surfing

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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
Fluid Mechanics

• Fluids essential to life
    – Human body 95% water
    – Earth’s surface is 2/3 water
    – Atmosphere extends 17km above the Earth’s surface
• History shaped by fluid mechanics
    –   Geomorphology
    –   Human migration and civilization
    –   Modern scientific and mathematical theories and methods
    –   Warfare
• Affects every part of our lives

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               History and personalities of Fluid
                          Mechanics

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

   Navier          Stokes         Reynolds      Prandtl        Taylor
 (1785-1836)      (1819-1903)    (1842-1912)   (1875-1953)   (1886-1975)
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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
History of Fluid Mechanics – several cornerstones
 • Well drilling by the Chinese engineers around 2000 B.C.

 • Irrigation works by Egyptians around 500 B.C.

 • Stream
   St     flow
          fl   started
                t t d to
                       t be
                         b measured
                                  d in
                                    i Rome
                                       R   iin 97 A
                                                  A.D.
                                                    D

 • Leonardo da Vinci developed correct relations for flow as it relates to
   velocity and area ; Q = VA

 • Perrault made RF/Runoff measurements in Seine River – 1694

 • Pitot tube & Venturi meter for measuring velocity - 1700s

 • Chézy formula developed for a canal in Paris (1768)

 • Rhine River monitored at Basel in 1867
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                         Fluids Engineering

                                 Reality

    Fluids Engineering System          Components         Idealized

    Experimental         Mathematical Physics Problem Formulation
   Fluid Mechanics

                   Analytic fluid               Computational
                    Mechanics                  fluid mechanics

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INTRODUCTION AND FLUID PROPERTIES - Ioan NISTOR
Analytical Fluid Dynamics

  • Example: laminar pipe flow
                                        ρUD
Assumptions: Fully developed, Low Re =      < 2000
Approach: Simplify momentum equation, μ
integrate, apply boundary conditions to            S h
                                                   Schematic
                                                         ti
determine integration constants and use
energy equation to calculate head loss
                         0
      Du 0 ∂ p     ⎡ ∂ 2u ∂ 2u ⎤  0
         =−    + μ ⎢ 2 + 2 ⎥ + gx
      Dt    ∂x     ⎣ ∂x    ∂y ⎦
Exact solution :
       u(r) = 1 (− ∂p )(R2 − r 2)
             4μ ∂x
                            8μ du
                    = 8τ w = dy w = 64
Friction factor:  f
                      ρV 2 ρV 2 Re
             p1        p                   L V 2 32μ LV
Head loss:      + z1 = 2 + z2 + h f hf = f      =
             γ         γ                   D 2g   γ D2
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         Experimental Fluid Dynamics (EFD)

    Definition:
      Use ofo experimental
              e pe    e ta methodology
                               et odo ogy a
                                          and
                                            dpprocedures
                                                ocedu es for
                                                           o so
                                                             solvingg
       fluids engineering systems, including full and model scales, large
       and table top facilities, measurement systems (instrumentation,
       data acquisition and data reduction), uncertainty analysis, and
       dimensional analysis and similarity.

    EFD philosophy:
    • Decisions on conducting experiments are governed by the ability
      of the expected test outcome, to achieve the test objectives within
      allowable uncertainties.
    • Key parts of an experimental program:
       • test design
       • determination of error sources
       • estimation of uncertainties
       • documentation of the results

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Applications of EFD (cont.)

    Example of industrial application

NASA's cryogenic wind tunnel simulates flight
conditions for scale models--a critical tool in
 designing airplanes.

                                                   Application in teaching

                                                  Fluid dynamics laboratory
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                          Full and model scale

  • Scales: model, and full-scale
  • Selection of the model scale: governed by dimensional analysis and similarity

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Computational Fluid Dynamics
      • CFD is use of computational methods for solving fluid
        engineering systems, including modeling
        (mathematical & physics) and numerical methods
        (
        (solvers, f
                  finite differences,
                           ff         and grid generations, etc.).
                                                                )
      • Rapid growth in CFD technology since the advent of
        computers

                             ENIAC 1, 1946                                 IBM WorkStation

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                               Modeling (examples)
                                                                 Developing flame surface (Bell et al., 2001)
      Free surface animation for ship in
      regular waves

Evolution of a 2D mixing layer laden with particles of Stokes
Number 0.3 with respect to the vortex time scale (C.Narayanan)

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SI System of Units

Six primary units and a number of secondary units, derived from the primary ones

        PRIMARY UNITS

                     Quantity                      SI Unit            Dimension
                      length                     meter, m                   L
                       mass                 kilogram, kg                   M
                       time                     second, s                   T
                temperature                     Kelvin, K                  Θ
                      current                   ampere A
                                                ampere,                     I
                    luminosity                   candela                   Cd

     First four are most important in fluid mechanics!!!

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    There are many derived (secondary) units all obtained from combination of
the above primary units. Those most used are shown in the table below:
          Quantity            SI Unit                   Dimension
                                                                          SECONDARY UNITS
           velocity              m/s        ms-1             LT-1
        acceleration            m/s2        ms-2             LT-2
                                                                       TIP: write down the units of
                                 N
            force
                              kg m/s2
                                          kg ms-2        M LT-2       any equation you are using.
                                                                      If at the end the units do not
                              Joule J
                                                                        match you know you have
      energy (or work)         N m,       kg m2s-2       ML2T-2
                              kg m2/s2                                     made a mistake. For
                                                                        example if you have at the
                              Watt W
                                           Nms-1                           end of a calculation,
            power              N m/s                     ML2T-3
                                          kg m2s-3
                              kg m2/s3
                                                                          30 kg/m s = 30 m !!!!
                              Pascal P,
                                           Nm-2
     pressure ( or stress)     N/m2,                     ML-1T-2
                              kg/m/s2
                                          kg m-1s-2                    you have certainly made a
                                                                      mistake - checking the units
           d it
           density              k / 3
                                kg/m       k
                                           kg   m-3          ML-3
                                                                         can often help find the
       specific weight
                               N/m3
                                          kg m-2s-2      ML-2T-2                mistake.
                              kg/m2/s2
                               a ratio                       1
       relative density
                              no units                 no dimension
                               N s/m2      N sm-2
          viscosity                                      M L-1T-1
                               kg/m s     kg m-1s-1
                                N/m        Nm-1
       surface tension                                       MT-2                           CVG 2116
                                kg /s2     kg s-2

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OTHER SYSTEMS OF UNITS – “TRADITIONAL” UNITS

    Referred in many countries as the “English” or “Imperial” system:

             Quantity             SI Unit         Conversion to SI
              length              foot, ft               0.3048 m
               mass             slug slug
                                slug,                    14 59 kg
                                                         14.59
                               pound mass,
               mass                                      0.453 kg
                                   lbm
                               pound force,
              weight
                                   lbf
               time             second, s
              power            horsepower                 746 W
           temperature          Celsius, K           K = 273+OC
   Properties related to the total mass of the system: extensive properties (use
upper letters) – mass M, weight W = M x g, etc.

    Properties independent of the amount of fluid: intensive properties (use
lowercase letters) – pressure p, mass density ρ, etc.
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2.3 PROPERTIES INVOLVING MASS

MASS DENSITY

DEFINITION: Mass Density, ρ (pronounced “rho”) , is defined as the mass of
substance per unit volume.

Units: Kilograms per cubic meter, Kg/m3      (or Kgm-3     )

Dimensions: ML-3

Typical values: Water = 1000 Kg/m3 (62.4 lbm/ft3), Mercury = 13546 Kg/m3,
Air = 1.23Kg/m3, Paraffin Oil = 800 Kg/m3
(all of them, at pressure =1.013x105 N/m2 and Temperature = 288.15 K (4 oC)

     DENSITY VARIATION        Two different situations:

     AIR: highly compressible, large density variation (examples?)
     WATER: low compressibility (why??)

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2.3 PROPERTIES INVOLVING MASS (cont.)

SPECIFIC WEIGHT

Specific weight, γ (“gamma”), is defined as the weight of a fluid per unit volume.

                                 γ = ρg
Where: g – gravitational acceleration = 9.81 m/s2

Units: Newtons per cubic meter, N/m3 (or Nm-3 )

Dimensions: ML-2T-2

T i l values:
Typical l

Water = 9.79 KN/m3, Mercury = 132.9 KN/m3, Air = 11.8 N/m3, Paraffin Oil = 7.85 KN/m3

(at pressure =1.013x105 N/m2 and Temperature = 288.15 K (4 oC)

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 2.3 PROPERTIES INVOLVING MASS (cont.)

SPECIFIC GRAVITY

S- Ratio of the specific weight of a fluid to the specific weight of water

                                  γ fluid ρ fluid
                            S=           =
                                  γ water ρ water
Units: non-dimensional

Typical values:
                               γ hg 133 kN m3
                     S Hg =        =           = 13.6
                              γ H O 9.81 kN m3
                                 2
(at temperature = 20 oC)

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2.3 PROPERTIES INVOLVING MASS (cont.)
 IDEAL GAS LAW
The fundamental equation of state for an ideal gas relates pressure, specific
volume and temperature for a pure substance:

      R – universal gas constant (same for all gases)

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2.4 PROPERTIES INVOLVING THE FLOW OF HEAT

  - Capacity to store thermal energy,
                               energy or the amount of thermal energy that must
  be transferred to a unit of mass to raise its temperature by one degree K
   cP − pressure is held constant during the change of state
   cv − volume is held constant during the change of state

    -The energy a substance possess as a result of molecular energy.
    - A function of temperature and pressure

                             Depend only on the
                           temperature alone for an
                                  ideal gas                                 CVG 2116

    2.5 VISCOSITY
Difference between steel and a viscous fluid:

STEEL: shear stress is proportional to the shear strain. The proportionality
factor is called elastic modulus (E).

VISCOUS FLUID: shear stress is p   proportional
                                      p         to the time rate of strain. The
proportionality factor is called dynamic (absolute) viscosity (μ).

                                        dV
                             τ =μ
                                        dy
Where:
           τ - shear
                h stress
                     t   (" tau"
                            t ")
           μ - the dynamic viscosity (" miu" )
            dV dy - the rate of strain

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                  τ        N m2
Units:   μ=           =            = N × s / m 2 = poise
              dV dy       (m s ) m
 1 poise = 1dyne − s / cm 2 = 0.1N ⋅ s / m 2
 In the English (traditional) system units : lbf × s / ft 2
Typical values:

Water dynamic viscosity = 1 centipoises (10-2 poise) = 10-3 Ns/m2
(at temperature T = 20 oC)

More often, in fluid mechanics, the kinematic viscosity,
                                                      y    ν   ((niu),
                                                                    ) is being
                                                                             g used

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      EXAMPLE:
The density of an oil is 850 kg/m3. Find its relative density (specific gravity) and
the kinematic viscosity if the dynamic viscosity is 5 x 10-3 kg/ms.
ρoil = 850 kg/m3 ρ water = 1000 kg/m3

Soil = 850 / 1000 = 0.85 (relative density)

Dynamic viscosity = μ = 5X10-3 kg/ms

Kinematic viscosity = ν = μ / ρ

                       μ 5 ×10 −3
                ν=       =        = 5.9 ×10 −6 m 2 s −1
                       ρ   850
The dynamic viscosity of a fluid varies with the temperature!!

                      μ = Ceb T
Where: μ - the dynamic viscosity (" miu" )
        C , b - empirical constants (see fig. A2 and A3 in the Appendix of the book)
        T - temperature
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NEWTONIAN vs. NON-NEWTONIAN FLUIDS
Fluids for which the shear stress is proportional with the rate of strain are called
Newtonian fluids as opposed to non-Newtonian fluids.

  Our course
  focus!!!!

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   2.6 ELASTICITY

               Bulk modulus of elasticity

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2.7 SURFACE TENSION

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EXAMPLE:

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2.8 VAPOR PRESSURE

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                       Summary
• SI system of units

• Properties involving mass: mass density, weight,
specific gravity
         gravity, ideal gas law
                            law.

• Properties involving the flow of heat: specific heat,
specific internal energy, specific enthalpy.

• Viscosity: dynamic and kinematic

• Elasticity

• Surface tension

• Vapor pressure
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