Fluid Mechanics for Power Generation

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							Properties of Fluids for
    Fluid Mechanics

         P M V Subbarao
         Associate Professor
         Mechanical Engineering Department
         IIT Delhi



  Basic Steps to Design………….
                       Continuum Hypothesis
   • In this course, the assumption is made that the fluid
     behaves as a continuum, i.e., the number of molecules
     within the smallest region of interest (a point) are
     sufficient that all fluid properties are point functions
     (single valued at a point).
   • For example:
   • Consider definition of density ρ of a fluid




• δV* = limiting volume below which molecular variations may be important
  and above which macroscopic variations may be important.
                              Static Fluid
For a static fluid




 Shear Stress should be zero.

For A generalized Three dimensional fluid Element, Many forms of shear stress
is possible.
One dimensional Fluid Element




                +Y    u=U




                     u=0
                                +X


       +
                              Fluid Statics

• Pressure : For a static fluid, the only stress is the normal stress
  since by definition a fluid subjected to a shear stress must deform
  and undergo motion.
                     Y


                            tyx
                                   txy
              tzy     tyz
                    tzx      txz         X

    Z
• What is the significance of Diagonal Elements?
• Vectorial significance : Normal stresses.
•Physical Significance : ?
•For the general case, the stress on a fluid element or at a point is a
tensor
Stress Tensor
                        Y    tyy

                               tyx
                                         txy
                 tzy     tyz
                                           txx
                       tzx                       X
                                   txz
                                    txz
       Z   tzz
          First Law of Pascal


Proof ?
Simple Non-trivial Shape of A Fluid Element
Fluid Statics for Power
      Generation
             P M V Subbarao
           Associate Professor
     Mechanical Engineering Department
                 IIT Delhi




Steps for Design of Flow Devices………….
               Pressure Variation with Elevation

 • For a static fluid, pressure varies only with elevation within the fluid.
 • This can be shown by consideration of equilibrium of forces on a
   fluid element




                                       •Basic Differential Equation:
                                       Newton's law (momentum principle)
                                       applied to a static fluid
                                       ΣF = ma = 0 for a static fluid
                                       i.e., ΣFx = ΣFy = ΣFz = 0


1st order Taylor series estimate for
pressure variation over dz
For a static fluid, the pressure only varies with elevation z and is
   constant in horizontal xy planes.
• The basic equation for pressure variation with elevation can be
   integrated depending on
• whether ρ = constant i.e., the fluid is incompressible (liquid or low-
   speed gas)
• or ρ = ρ(z), or compressible (high-speed gas) since g is constant.
Pressure Variation for a Uniform-Density Fluid
         Draft Required to Establish Air Flow
                                                Flue as out




Air in
                                         Natural Draft


                                                                                            Zref

         pg dz
   dp 
         R T (z )

  pA = pref +Dp                      Hchimney

                                                                       pg dz
                                                              ZB
                        pg dz
               ZA

p A  pref           Rair Tair ( z )
                                                pB  pref     
                                                              Z ref
                                                                      Rgas Tgas ( z )
               Z ref



Tatm                                                                            Tgas

       A                                                                                B
                              Zref,,pref

        pg dz
  dp 
        R T (z )

  pA = pref +Dp    Hchimney




Tatm                                       Tgas

       A                                          B
Pressure variations in Troposphere:


     T  Tref   ( Z ref  Z )
                                 Linear increase towards earth surface


                                  dp  g dz
Tref & pref are known at Zref.       
                                   p   R T (z )
    : Adiabatic Lapse rate : 6.5 K/km

      dp  g           dz
        
       p Ratm Tref   ( Z ref  Z )


   ln p 
             g
            Ratm
                                         
                  ln Tref   ( Z ref  Z )  cons tan t
Reference condition:
At Zref : T=Tref & p = pref


        ln pref   
                     g
                    Ratm
                               
                          ln Tref  cons tan t



  ln p 
          g
         Ratm
                                        
               ln Tref   ( Z ref  Z )  ln pref 
                                                      g
                                                     Ratm
                                                           ln Tref


                p            T   ( Z ref  Z ) 
            ln        g ln  ref                 
                p  R             Tref           
                ref     atm                      
                                                       g
                   p   Tref   ( Z ref  Z )    Ratm
                                             
                  p            Tref           
                   ref                        
          Pressure at A:                                                   g
                                p A   Tref   ( Z ref  Z A )       Ratm
                                                              
                               p              Tref             
                                ref                            
Pressure variation inside chimney differs from atmospheric pressure.

The variation of chimney pressure depends on temperature variation along
Chimney.

Temperature variation along chimney depends on rate of cooling of hot gas
Due to natural convection.

Using principles of Heat transfer, one can calculate, Tgas(Z).

If this is also linear: T = Tref,gas + gs(Zref-Z).

Lapse rate of gas, gas is obtained from heat transfer analysis.
                                                                   g
                  pB   Tref , gas   gas ( Z ref  Z B )    Ratm
                                                         
                 p                  Tref , gas            
                  ref                                     
                            Natural Draft
  • Natural Draft across the furnace,
   Dpnat = pA – pB



The difference in pressure will drive the exhaust.
•Natural draft establishes the furnace breathing by
    –Continuous exhalation of flue gas
    –Continuous inhalation of fresh air.
•The amount of flow is limited by the strength of the draft.
Pressure Measurement
               Pressure Measurement


Pressure is an important variable in fluid mechanics and
many instruments have been devised for its
measurement.
Many devices are based on hydrostatics such as
barometers and manometers, i.e., determine pressure
through measurement of a column (or columns) of a
liquid using the pressure variation with elevation equation
for an incompressible fluid.
                          PRESSURE

• Force exerted on a unit area :
  Measured in kPa
• Atmospheric pressure at sea
  level is 1 atm, 76.0 mm Hg,
  101 kPa
• In outer space the pressure is
  essentially zero. The pressure
  in a vacuum is called absolute
  zero.
• All pressures referenced with
  respect to this zero pressure
  are termed absolute
  pressures.
• Many pressure-measuring
  devices measure not
  absolute pressure but only
  difference in pressure. This
  type of pressure reading is
  called gage pressure.
• Whenever atmospheric
  pressure is used as a
  reference, the possibility
  exists that the pressure thus
  measured can be either
  positive or negative.
• Negative gage pressure are
  also termed as vacuum
  pressures.
            Manometers


              Inverted U   Enlarged Leg
              Tube


 U Tube




Two Fluid
                             Inclined Tube
Absolute, Gauge & Vacuum Pressures


                               System Pressure


     Gauge Pressure


       Atmospheric Pressure          Absolute
                                     Pressure




          Absolute zero pressure
Absolute, Gauge & Vacuum Pressures




      Atmospheric Pressure

    Vacuum Pressure
                                 System Pressure

                                      Absolute
                                      Pressure

        Absolute zero pressure
An important Property of A Fluid




                                           ut
                                   tan  
                                           y
Shear stress(t): Tangential force on per unit area of contact
                 between solid & fluid
                  Elasticity (Compressibility)

• Increasing/decreasing pressure corresponds to
  contraction/expansion of a fluid.
• The amount of deformation is called elasticity.
                        Surface Tension
• Two non-mixing fluids (e.g., a liquid and a gas) will form an
  interface.
• The molecules below the interface act on each other with forces
  equal in all directions, whereas the molecules near the surface act
  on each other with increased forces due to the absence of
  neighbors.
• That is, the interface acts like a stretched membrane, e.g.
                        Vapour Pressure

• When the pressure of a liquid falls below the vapor pressure it
  evaporates, i.e., changes to a gas.
• If the pressure drop is due to temperature effects alone, the process
  is called boiling.
• If the pressure drop is due to fluid velocity, the process is called
  cavitation.
• Cavitation is common in regions of high velocity, i.e., low p such as
  on turbine blades and marine propellers.

						
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