The Phenomena of Fluid Flow - mie.uth.gr2009-2010)a.pdf · The Phenomena of Fluid Flow ... that has...
Transcript of The Phenomena of Fluid Flow - mie.uth.gr2009-2010)a.pdf · The Phenomena of Fluid Flow ... that has...
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University of Thessaly
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Lab. Fluid Mechanics & Turbomachines
The Phenomena of Fluid FlowThe Phenomena of Fluid FlowNicholas S. VlachosNicholas S. Vlachos
LabLab. . Fluid Mechanics & TurbomachinesFluid Mechanics & TurbomachinesDepartment of Mechanical EngineeringDepartment of Mechanical Engineering
University of ThessalyUniversity of Thessaly
Program of Graduate StudiesProgram of Graduate StudiesAcademic Year Academic Year 20020099--20102010
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Coherent (large scale) flow structures
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Tornado
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Coherent (large scale) flow structures
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A future challenge in fluid flow
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Droplet breakup
Fluid flow is a non-linear phenomenon
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Droplet production from water stream
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“Observe the motion of the water surface, which resembles that of hair, that has two motions: one due to the weight of the shaft, the other to the shape of the curls; thus, water has eddying motions, one part of which is due to the principal current, the other to the
random and reverse motion.”- Leonardo da Vinci, ca.1510
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Flow around a cylinderLaminar
Turbulent
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Turbulence is
3D
random isotropic
(?)Experimental evidence caused
revision
of this perception of turbulence
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Methods for the study of fluid flow
Theoretical/Analytical: Requires solution of partial differential equations
Solutions exist only for simple flows
Phenomenological/Experimental: Requires many resources and much time
There are no powerful measuring methods
Computational: Requires knowledge of physical phenomena
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Wind tunnel of UTH Fluids Lab
Airfoil
NACA 4418
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V Pds + + VdVρt
¶ ¶¶
+ ρdz = 0
Bernoulli equation (valid along fluid path):Bernoulli equation (valid along fluid path):
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Daniel Bernoulli (1700-1782)
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ρ ρ( +U + V )xt
V V V Vα ¶ ¶ ¶ ¶¶ ¶ ¶ ¶
= + Wy z
ρ p ρα g f f vis em = - + + + +...
Equations of fluid motion
(1)
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Equations of fluid motion
(2)
ρ p ρα g = - +
p ρg =
ρ pα = -
Hydrostatic condition
Euler’s equation
Euler
+ gravity
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Leonhard Euler (1707-1783)
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Solution methods for flow equations
Lagrange: Requires solution of motion equations
of many particle
(ordinary differential equations)
Euler: Solution of fluid motion as continuum(partial differential equations)
Lattice Boltzmann
methodsRequire knowledge of distributions
Computational Fluid Dynamics (CFD)Requires large grids and CPU
time
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(ρ )+ (ρ ) + xt
U U U U¶ ¶ ¶ ¶¶ ¶ ¶ ¶
U V W(ρ ) + (ρ ) =y z
(ρ)+ (ρ ) + Sxt
¶ ¶ ¶ ¶¶ ¶ ¶ ¶
FU V W(ρ ) + (ρ ) =
y z
Linear momentum
equation (Navier-Stokes):
Mass conservation equation
(continuity):
Navier-Stokes flow equations
+ U U U S¶ ¶ ¶ ¶ ¶ ¶¶ ¶ ¶ ¶ ¶ ¶
Feff eff eff(μ ) + (μ ) + (μ )
x x y y z z
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George Gabriel Stokes (1819-1903)
Claude Louis Marie Henri Navier(1785-1836)
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Momentum equation:
ρu u uρ(u v )t x y
¶ ¶ ¶+ + =
¶ ¶ ¶
ρv v vρ(u v )t x y
¶ ¶ ¶+ + =
¶ ¶ ¶
ρ ρu ρv 0t x y
¶ ¶ ¶+ + =
¶ ¶ ¶
Two-dimensional flows
Continuity equation:
xp u u[ μ( ) μ( )]x x x y y
ρg βΔΤ¶ ¶ ¶ ¶ ¶- + + +¶ ¶ ¶ ¶ ¶
yp v v[ μ( ) μ( )]y x x y y
ρg βΔΤ¶ ¶ ¶ ¶ ¶- + + +¶ ¶ ¶ ¶ ¶
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Two-dimensional flows
(2)
Energy equation:
pT Tρc (u ρυ )x y
¶ ¶+ =
¶ ¶T T(k ) (k )
x x y y¶ ¶ ¶ ¶
+¶ ¶ ¶ ¶
2 2u u u uμ[( ) 2 ( ) ]x x y
p p(u v )x yy
¶ ¶ ¶ ¶+ +
¶ ¶ ¶¶ ¶
+ + +¶ ¶¶
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0
yv
xu
2
2
u u P uρ(u v ) μx y x y
0
yP
Continuity :
x-momentum:
y-momentum:
Energy equation:
2-D
boundary layer
pT T Tρc (u υ ) (k )x y y y
¶ ¶ ¶ ¶+ =
¶ ¶ ¶ ¶2uμ( ) pu
xy+
¶+
¶¶¶
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Ludwig Prandtl (1875-1953)
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Fluid vorticity
x y z
u v w
rot x , ,x
¶ ¶ ¶¶ ¶ ¶
ì üï ïï ïï ïï ïï ï= = =í ýï ïï ïï ïï ïï ïî þ
Ω V V
i i iy z
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Vorticity components
xv wz
ω ¶ ¶¶ ¶
= -y
yw ux
ω ¶ ¶¶ ¶
= -z
zu vy
ω ¶ ¶¶ ¶
= -x
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Vorticity Transport
u v w Sφ +t
¶ ¶ ¶ ¶¶ ¶ ¶ ¶
+ + + =Ω Ω Ω Ω
x x x
1 ( ) ( ) ( )eff eff eff¶ ¶ ¶ ¶ ¶ ¶
m m mr ¶ ¶ ¶ ¶ ¶ ¶ì üï ïï ï+ +í ýï ïï ïî þ
Ω Ω Ωx x y y z z
KolmogorovKolmogorov
scales scales λλ
= (= (νν33//εε))1/41/4
, , υυ
= (= (νενε))1/41/4
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Two-Phase Flow: Particle DynamicsLagrange ModelLagrange Model
-pD i i
p
d p F pdt
U U U g F
2p
DD Dp24
ReC18F
2
321D Re
aReaaC
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Two-Phase Flow: Particle Heat Transfer
t
CmTh
3pppp
4Rppfg
pp
p
3pppp
4Rppfg
pp
p
pp
3ppp
e
TAAh
Ahdt
dmTAh
tT
TAAh
Ahdt
dmTAh
)tt(T
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Chemical Reaction -
Coal Combustion
p 2 1 2p 0
1 2
dm R R= -πD Pdt R + R
0.75
p o1 1
p
T + T /2R = C
D
2 2p
ER = C exp -R T
KKineticsinetics
rate:rate:
DDiffusioniffusion
raterate::
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Magnetic force on a particle (Lorentz)
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Hendrik Antoon Lorentz (1853-1928)
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ElectrodynamicsElectrodynamics
--
DefinitionsDefinitions
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P = p + |B|2 /2μ
·
V
= 0
·
B = 0
Magneto-hydrodynamics equations
U (ρ )+ (ρ ) + x
+ ( · ) / +
Pt¶ ¶ ¶ ¶ ¶¶ ¶ ¶ ¶ ¶
¶ ¶ ¶ ¶ ¶ ¶¶ ¶ ¶ ¶ ¶ ¶
F
U U U U
U U U B B Seff eff eff
V W(ρ ) + (ρ ) = - +y z x
(μ ) + (μ ) + (μ ) μx x y y z z
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Magneto-hydrodynamics equations
U + (ρ ) + + + +x x
+ + + S
tΒ U U UΒ Β Β
Β Β Β
¶ ¶ ¶ ¶ ¶ ¶ ¶¶ ¶ ¶ ¶ ¶ ¶ ¶
¶ ¶ ¶ ¶ ¶ ¶¶ ¶ ¶ ¶ ¶ ¶
F
x y zV W(ρ ) (ρ ) = B B By z y z
1/μσ[ ( ) ( ) ( )] x x y y z z
x y zB B B + + 0x
¶ ¶ ¶¶ ¶ ¶
=y z
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g
U = V = 0
T = 1
U = V = 0
T = 0
U = V = 0
T = 0Y
U = V = 0
T = 0Y
Y, V
X, U
B
Flow configuration
Non-dimensional variables group
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Ha=0 Ha=30 Ha=75
Stream lines (upper) and isotherms (lower) for Gr
= 106
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Turbulence and large structures in air jet
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Boundary layer around a ship’s hull and waves
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Shock wave and turbulence
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Pressure waves and turbulence
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Navier-Stokes for instantaneous, laminar/turbulent,
fluid motion
Reynolds decomposition
–
equations of time-averaged motion
Terms of the Reynolds stress tensor appear
The problem of turbulence modeling does not close (closure)
Solution of Reynolds-stress transport equations, leads to higher-order correlations
Modeling turbulent flow
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Spectrum of turbulent kinetic energySpectrum of turbulent kinetic energy
KolmogorovKolmogorov
scalesscales
lengthlength
--
λλ
= (= (νν33//εε))1/41/4
velocityvelocity
––
υυ
= (= (νενε))1/41/4
ReReλλ
= = λυλυ//νν
= 1= 1
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Balance of turbulent kinetic energyBalance of turbulent kinetic energy
t
0k = G - ρε > Increasing turbulenceIncreasing turbulence
EquilibriumEquilibriumt
0k = G - ρε =
Decaying turbulenceDecaying turbulence
t
0k = G - ρε <
k = ½
(u' 2
+v' 2
+ w' 2)
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(ρ ) + 0x¶ ¶ ¶¶ ¶ ¶
U V W(ρ ) + (ρ ) =y z
Reynolds decompositionReynolds decomposition: :
φφ
= = ΦΦ
+ + φφ’’
TimeTime--mean mean φφ
= = ΦΦ
(ρu) + 0x¶ ¶ ¶¶ ¶ ¶
v w(ρ ) + (ρ ) =y z
Continuity equationContinuity equation::
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Osborne Reynolds (1842-1912)
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Reynolds Averaged EquationsReynolds Averaged Equations
y z z¶ ¶ ¶ ¶ ¶¶ ¶ ¶ ¶ ¶
Φ(ρΦ) + (ρUΦ) + (ρVΦ) + (ρW ) =
t x
y y¶ ¶ ¶ ¶¶ ¶ ¶ ¶Φ Φ
Φ Φ(Γ -ρu'φ') + (Γ - ρv'φ')
x x
z z¶ ¶¶ ¶
ΦΦ
Φ+ (Γ -ρw'φ') + S
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0U Vx y
2
2 ' 'U U P UU V u vx y x y
0yP
( ) ( ) ' 'p p pT T Tc u k c u T c v Tx y y y
r ru r r¶ ¶ ¶ ¶
+ = - -¶ ¶ ¶ ¶
Continuity:
x –
momentum:
y -
momentum:
Energy equation::
2D
boundary layer
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Turbulence modelsTurbulence models
--
Standard kStandard k--εε
(ρ ) + x
Uk (ρVk) + (ρWk) =y z
Turbulence kinetic energyTurbulence kinetic energy
k = ½
(u' 2
+v' 2
+ w' 2)
+G-ρε Φ Φ Φ
k k k(Γ ) + (Γ ) + (Γ )
x x y y z z
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Turbulence model (2)Turbulence model (2)
1 2ε ε ε + ε/k(CG - Cρε)¶ ¶ ¶ ¶ ¶ ¶
¶ ¶ ¶ ¶ ¶ ¶Φ Φ Φ(Γ ) + (Γ ) + (Γ )
x x y y z z
Turbulence dissipation rateTurbulence dissipation rate
(ρ ) + x¶ ¶ ¶¶ ¶ ¶
Uε (ρVε) + (ρWε) =y z
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Turbulence ModelTurbulence Model
--
constantsconstants
CD = 0,09
C1 = 1,44 C2 = 1,92
σk
= 1,0 σε
= 1,314
ε2kρDC =tμ
μe
= μ
+ μt
U V W2 2 2G μ 2[( ) ( ) ( ) ]e x y z
U V W U V W2 2 2[ ] [ ] [ ] y x x z z y
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Magneto-hydrodynamic
turbulence:
(ρU ub) + vb + wbx
- b u + - b u + b ux
+ + + S
Β Β Β
U U U
Β Β Β
¶ ¶ ¶r r r
¶ ¶ ¶¶ ¶ ¶¶ ¶ ¶¶ ¶ ¶ ¶ ¶ ¶¶ ¶ ¶ ¶ ¶ ¶
F
- - -
-x x y y z z
V W(ρ ) (ρ ) = y z
B B B y z
1/μσ[ ( ) ( ) ( )] x x y y z z
x y zB B B + + 0x
¶ ¶ ¶¶ ¶ ¶
=y z
x y zb b b + + 0x
¶ ¶ ¶¶ ¶ ¶
=y z
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It has been observed experimentally that in every flow under critical conditions
(i.e critical Re, Ra, etc) especially
in shear flows (velocity gradients), there appear large scale structures
(coherent structures)
These structures modify the flow field and all its parameters of technological importance
(eg. skin friction
coefficient, coefficient of heat/mass transfer etc)
Coherent (large scale ) flow structures (1)
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Coherent (large scale ) flow structures (2)
They have been observed in turbulent flows (free jets, mixing layers, boundary layers)
Need to understand their dynamics and effect on the flow
Development of modelling
methods in the CFD environment
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Coherent (large scale) flow structures
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Navier-Stokes
for instantaneous, laminar/turbulent,
fluid motion
Reynolds decomposition
–
equations of time-averaged motion
(Reynolds stress tensor appears)
Closure problem
(turbulence modeling cannot close)
Reynolds-stress transport equations
-
solution leads to higher-order correlations
Modeling turbulent flow
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Magneto-hydrodynamic
turbulence:
(ρU u ) + v + wx
- b u + - b u + b ux
+ + + S
¶ ¶ ¶r r r
¶ ¶ ¶¶ ¶ ¶¶ ¶ ¶¶ ¶ ¶ ¶ ¶ ¶¶ ¶ ¶ ¶ ¶ ¶
- - -
-
B
Β b Β b Β b
U U U
Β Β Β
x x y y z z
V W(ρ ) (ρ ) = y z
B B B y z
1/μσ[ ( ) ( ) ( )] x x y y z z
x y zB B B + + x
0¶ ¶ ¶¶ ¶ ¶
=y z
x y zb b b+ + x
0¶ ¶ ¶¶ ¶ ¶
=y z
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Turbulence modelTurbulence model
(k(k--equation)equation)
(ρ ) + x
Uk (ρVk) + (ρWk) =y z
Turbulence kinetic energyTurbulence kinetic energy k = ½
(u' 2
+v' 2
+ w' 2)
+G-ρε Φ Φ Φ
k k k(Γ ) + (Γ ) + (Γ )
x x y y z z
B4σC ( ) k3
B B
MHD term ??---->
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Turbulence model (Turbulence model (εε--equation)equation)
1 2ε ε ε + ε/k(CG - Cρε)¶ ¶ ¶ ¶ ¶ ¶
¶ ¶ ¶ ¶ ¶ ¶Φ Φ Φ(Γ ) + (Γ ) + (Γ ) x x y y z z
Turbulence dissipation rateTurbulence dissipation rate
(ρ ) + x¶ ¶ ¶¶ ¶ ¶
Uε (ρVε) + (ρWε) =y z
B4σC ( ) ε3
B B
MHD term ??---->
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Turbulence ModelTurbulence Model
--
constantsconstants
CD = 0,09
C1 = 1,44 C2 = 1,92
σk
= 1,0 σε
= 1,314
ε2kρDC =tμμe
= μ
+ μt
U V W2 2 2G μ 2[( ) ( ) ( ) ]e x y z
U V W U V W2 2 2[ ] [ ] [ ] y x x z z y
CB = 0
or 1
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Modelling
MHD Flows & Transport for ITER
Need to understand physics of:-
Hydrodynamic turbulence
-
Electromagnetic field effects-
Electromagnetic turbulence
-
Coherent structure dynamics
Need to improve modelling
techniques:-
Incorporate better multi-physics
-
Develop better numerical schemes-
Perform parallel computing (clusters?)
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MHD -
FUSION RESEARCH
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