transient mixed flows in closed water pipesgerbi/comm/2010-pekin.pdf · sound speed ’ p s=t slot...
TRANSCRIPT
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Transient mixed flows in closed water pipesA kinetic approach
Christian Bourdarias, Mehmet Ersoy and Stéphane Gerbi
LAMA, Université de Savoie, Chambéry, France
French-Chinese Summer Research Institute Project“Stress tensor effects on compressible flows”
Morningside Center of Mathematics of the Chinese Academy of SciencesBeijing, 2-23 january 2010.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 1 / 38
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Outline of the talk
1 Modelisation: the pressurised and free surface flows modelPrevious worksThe free surface modelThe pressurised modelThe PFS-model : a natural coupling
2 The kinetic approachThe Kinetic FormulationThe kinetic scheme : the case of a non transition pointThe case of a transition point
3 Numerical experiments
4 Conclusion and perspectives
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 2 / 38
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What is a transient mixed flow in closed pipes
Free surface (FS) area : only a part of the section is filled.
Pressurized (P) area : the section is completely filled.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 3 / 38
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What is a transient mixed flow in closed pipes
Free surface (FS) area : only a part of the section is filled.Pressurized (P) area : the section is completely filled.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 3 / 38
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Some closed pipes
a forced pipe a sewer in Paris
The Orange-Fish Tunnel (in Canada)
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 4 / 38
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Modelisation problem?
Free surface flows
Saint-Venant equations for open channels
Pressurised flows : Allievi equation
∂P∂t
+c2
g A∂Q∂x
= 0
∂Q∂t
+ g A∂P∂x
= −αQ |Q|
A lot of terms have been neglected: no conservative formGoal : write a model for pressurised flows “close to” Saint-Venantequations
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 5 / 38
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Outline
1 Modelisation: the pressurised and free surface flows modelPrevious worksThe free surface modelThe pressurised modelThe PFS-model : a natural coupling
2 The kinetic approachThe Kinetic FormulationThe kinetic scheme : the case of a non transition pointThe case of a transition point
3 Numerical experiments
4 Conclusion and perspectives
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 6 / 38
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Preissmann slot : incompressibility of water
Preissmann (1961), Cunge and Wenger (1965), Song and Cardle (1983)
Garcia-Navarro et al. (1994) , Zech et al. (1997): finite difference andcharacteristics method or Roe’s method
Baines et al. (1992), Tseng (1999): Roe scheme on finite volume
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 7 / 38
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Preissmann slot : incompressibility of water
Preissmann (1961), Cunge and Wenger (1965), Song and Cardle (1983)
Garcia-Navarro et al. (1994) , Zech et al. (1997): finite difference andcharacteristics method or Roe’s method
Baines et al. (1992), Tseng (1999): Roe scheme on finite volume
Good behavior
We used only Saint-Venant equations, very easy to solve ...
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 7 / 38
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Preissmann slot : incompressibility of water
Preissmann (1961), Cunge and Wenger (1965), Song and Cardle (1983)
Garcia-Navarro et al. (1994) , Zech et al. (1997): finite difference andcharacteristics method or Roe’s method
Baines et al. (1992), Tseng (1999): Roe scheme on finite volume
Bad behavior
sound speed '√
S/Tslot
water-hammer are not well computed
depression in pressurized flows : free surface transition
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 7 / 38
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Compressibiliy of water
Hamam et McCorquodale (82): “rigid water column approach”; a water columnfollows a dilatation-compression process .
Trieu Dong (1991) Finite difference method : on each cell conservativity of massand momentum are written depending on the state.
Musandji Fuamba (2002) : Saint-Venant (free surface) and compressible fluid(pressurized flow); finite difference and characteristics method.
Vasconcelos, Wright and Roe (2006). Two Pressure Approach and Roe scheme;the overpressure or depression computed via the dilatation of the pipe.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 8 / 38
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Outline
1 Modelisation: the pressurised and free surface flows modelPrevious worksThe free surface modelThe pressurised modelThe PFS-model : a natural coupling
2 The kinetic approachThe Kinetic FormulationThe kinetic scheme : the case of a non transition pointThe case of a transition point
3 Numerical experiments
4 Conclusion and perspectives
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 9 / 38
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Incompressible Euleur equations
div(U) = 0∂t (U) + U · ∇U +∇p = F
Figure: Geometric characteristics of the free surface domain
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 10 / 38
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The framework
The domain ΩF (t) of the flow at time t : the union of sections Ω(t , x)orthogonal to some plane curve C lying in (O, i,k) following main flow axis.ω = (x ,0,b(x)) in the cartesian reference frame (O, i, j,k) where k follows thevertical direction; b(x) is then the elevation of the point ω(x ,0,b(x)) over theplane (O, i, j)Curvilinear variable defined by:
X =
∫ x
x0
√1 + (b′(ξ))2dξ
where x0 is an arbitrary abscissa. Y = y and we denote by Z theB-coordinate of any fluid particle M in the Serret-Frenet reference frame(T,N,B) at point ω(x ,0,b(x)).
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 11 / 38
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The framework
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 12 / 38
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The derivation of the FS model
1 write the Euler equations in a curvilinear reference frame,2 ε = H/L with H (the height) and L (the length) and take ε = 0 in the Euler
curvilinear equations,3 the conservative variables A(t ,X ): the wet area, Q(t ,X ) the discharge
defined by
A(t ,X ) =
∫Ω(t,X)
dYdZ , Q(t ,X ) = A(t ,X )U
U(t ,X ) =1
A(t ,X )
∫Ω(t,X)
U(t ,X ) dYdZ .
4 approximation :U2 ≈ U U and U V ≈ U V .
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 13 / 38
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The derivation of the FS model
1 write the Euler equations in a curvilinear reference frame,2 ε = H/L with H (the height) and L (the length) and take ε = 0 in the Euler
curvilinear equations,3 the conservative variables A(t ,X ): the wet area, Q(t ,X ) the discharge
defined by
A(t ,X ) =
∫Ω(t,X)
dYdZ , Q(t ,X ) = A(t ,X )U
U(t ,X ) =1
A(t ,X )
∫Ω(t,X)
U(t ,X ) dYdZ .
4 approximation :U2 ≈ U U and U V ≈ U V .
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 13 / 38
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The derivation of the FS model
1 write the Euler equations in a curvilinear reference frame,2 ε = H/L with H (the height) and L (the length) and take ε = 0 in the Euler
curvilinear equations,3 the conservative variables A(t ,X ): the wet area, Q(t ,X ) the discharge
defined by
A(t ,X ) =
∫Ω(t,X)
dYdZ , Q(t ,X ) = A(t ,X )U
U(t ,X ) =1
A(t ,X )
∫Ω(t,X)
U(t ,X ) dYdZ .
4 approximation :U2 ≈ U U and U V ≈ U V .
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 13 / 38
![Page 19: Transient mixed flows in closed water pipesgerbi/comm/2010-Pekin.pdf · sound speed ’ p S=T slot water-hammer are not well computed depression in pressurized flows : free surface](https://reader036.vdocuments.site/reader036/viewer/2022070914/5fb565a710fe92641966b0aa/html5/thumbnails/19.jpg)
The derivation of the FS model
1 write the Euler equations in a curvilinear reference frame,2 ε = H/L with H (the height) and L (the length) and take ε = 0 in the Euler
curvilinear equations,3 the conservative variables A(t ,X ): the wet area, Q(t ,X ) the discharge
defined by
A(t ,X ) =
∫Ω(t,X)
dYdZ , Q(t ,X ) = A(t ,X )U
U(t ,X ) =1
A(t ,X )
∫Ω(t,X)
U(t ,X ) dYdZ .
4 approximation :U2 ≈ U U and U V ≈ U V .
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 13 / 38
![Page 20: Transient mixed flows in closed water pipesgerbi/comm/2010-Pekin.pdf · sound speed ’ p S=T slot water-hammer are not well computed depression in pressurized flows : free surface](https://reader036.vdocuments.site/reader036/viewer/2022070914/5fb565a710fe92641966b0aa/html5/thumbnails/20.jpg)
The FS-Model
∂tA + ∂X Q = 0
∂tQ + ∂X
(Q2
A+ gI1(X ,A) cos θ
)= gI2(X ,A) cos θ − gA sin θ
−gAZ (X ,A)(cos θ)′
(1)
I1(X ,A) =
∫ h
−R(h − Z )σ dZ : the hydrostatic pressure term
I2(X ,A) =
∫ h
−R(h − Z )∂Xσ dZ : the pressure source term
Z =
∫Ω(t,X)
Z dY dZ : the center of mass
We add the Manning-Strickler friction term of the form
Sf (A,U) = K (A)U|U| .
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 14 / 38
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Outline
1 Modelisation: the pressurised and free surface flows modelPrevious worksThe free surface modelThe pressurised modelThe PFS-model : a natural coupling
2 The kinetic approachThe Kinetic FormulationThe kinetic scheme : the case of a non transition pointThe case of a transition point
3 Numerical experiments
4 Conclusion and perspectives
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 15 / 38
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Isentropic compressible Euleur equations
∂tρ+ div(ρU) = 0, (2)
∂t (ρU) + div(ρU⊗ U) +∇p = ρF, (3)
Linearized pressure law:
p = pa +ρ− ρ0
βρ0
c =1√βρ0' 1400m/s
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 16 / 38
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The derivation of the P-Model
1 write the Euler equations in a curvilinear reference frame,2 ε = H/L with H (the height) and L (the length) and takes ε = 0 in the
Euler curvilinear equations,3 the conservative variables A(t ,X ): the wet equivalent area, Q(t ,X ) the
equivalent discharge defined by
A =ρ
ρ0S , Q = AU
U(t ,X ) =1
S(,X )
∫S(X)
U(t ,X ) dYdZ .
4 Approximation :ρU2 ≈ ρU U and ρU ≈ ρU.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 17 / 38
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The derivation of the P-Model
1 write the Euler equations in a curvilinear reference frame,2 ε = H/L with H (the height) and L (the length) and takes ε = 0 in the
Euler curvilinear equations,3 the conservative variables A(t ,X ): the wet equivalent area, Q(t ,X ) the
equivalent discharge defined by
A =ρ
ρ0S , Q = AU
U(t ,X ) =1
S(,X )
∫S(X)
U(t ,X ) dYdZ .
4 Approximation :ρU2 ≈ ρU U and ρU ≈ ρU.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 17 / 38
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The derivation of the P-Model
1 write the Euler equations in a curvilinear reference frame,2 ε = H/L with H (the height) and L (the length) and takes ε = 0 in the
Euler curvilinear equations,3 the conservative variables A(t ,X ): the wet equivalent area, Q(t ,X ) the
equivalent discharge defined by
A =ρ
ρ0S , Q = AU
U(t ,X ) =1
S(,X )
∫S(X)
U(t ,X ) dYdZ .
4 Approximation :ρU2 ≈ ρU U and ρU ≈ ρU.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 17 / 38
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The derivation of the P-Model
1 write the Euler equations in a curvilinear reference frame,2 ε = H/L with H (the height) and L (the length) and takes ε = 0 in the
Euler curvilinear equations,3 the conservative variables A(t ,X ): the wet equivalent area, Q(t ,X ) the
equivalent discharge defined by
A =ρ
ρ0S , Q = AU
U(t ,X ) =1
S(,X )
∫S(X)
U(t ,X ) dYdZ .
4 Approximation :ρU2 ≈ ρU U and ρU ≈ ρU.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 17 / 38
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The P-Model
∂t (A) + ∂X (Q) = 0
∂t (Q) + ∂X
(Q2
A+ c2A
)= −gA sin θ − gAZ (X ,S)(cos θ)′
+c2AS′
S
(4)
c2A : the pressure term
c2AS′
S: the pressure source term due to geometry changes
gAZ (X ,S)(cos θ)′ : the pressure source term due to the curvature
Z : the center of mass
We add the Manning-Strickler friction term of the form
Sf (A,U) = K (A)U|U|
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 18 / 38
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Outline
1 Modelisation: the pressurised and free surface flows modelPrevious worksThe free surface modelThe pressurised modelThe PFS-model : a natural coupling
2 The kinetic approachThe Kinetic FormulationThe kinetic scheme : the case of a non transition pointThe case of a transition point
3 Numerical experiments
4 Conclusion and perspectives
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 19 / 38
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The PFS-model
∂t (A) + ∂x (Q) = 0
∂t (Q) + ∂x
(Q2
A+ p(x ,A,S)
)= −g A
ddx
Z (x)
+Pr(x ,A,S)−G(x ,A,S)−g A K (x ,S) u |u|
.
A =ρ
ρ0S : wet equivalent area,
Q = A u : discharge,S the physical wet area.
The pressure is p(x ,A,S) = c2 (A− S) + g I1(x ,S) cos θ.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 20 / 38
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Source terms
The pressure source term:
Pr(x ,A,S) =(c2 (A/S − 1)
) ddx
S + g I2(x ,S) cos θ,
the z−coordinate of the center of mass term:
G(x ,A,S) = g A Z (x ,S)ddx
cos θ,
the friction term:K (x ,S) =
1K 2
s Rh(S)4/3 .
Ks > 0 is the Strickler coefficient,Rh(S) is the hydraulic radius.
[BEG09] C. Bourdarias, M. Ersoy and S. Gerbi. A model for unsteady mixed flows in non uniform closed water pipes and a well-balanced finite volumescheme. IJFV , 2009.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 20 / 38
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Mathematical propertiesThe PFS system is strictly hyperbolic for A(t , x) > 0.
For smooth solutions, the mean velocity u = Q/A satisfies
∂tu + ∂x
(u2
2+ c2 ln(A/S) + gH(S) cos θ + g Z
)= −g K (x ,S) u |u|
.
and u = 0 reads: c2 ln(A/S) + gH(S) cos θ + g Z = 0.
It admits a mathematical entropy
E(A,Q,S) =Q2
2A+ c2A ln(A/S) + c2S + gZ (x ,S) cos θ + gAZ
which satisfies the entropy inequality
∂tE + ∂x (E u + p(x ,A,S) u) = −g A K (x ,S) u2 |u| 6 0
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 21 / 38
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Outline
1 Modelisation: the pressurised and free surface flows modelPrevious worksThe free surface modelThe pressurised modelThe PFS-model : a natural coupling
2 The kinetic approachThe Kinetic FormulationThe kinetic scheme : the case of a non transition pointThe case of a transition point
3 Numerical experiments
4 Conclusion and perspectives
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 22 / 38
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The Kinetic Formulation (KF) [P02]
Withχ(ω) = χ(−ω) ≥ 0 ,
∫Rχ(ω)dω = 1,
∫Rω2χ(ω)dω = 1 ,
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 23 / 38
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The Kinetic Formulation (KF) [P02]
Withχ(ω) = χ(−ω) ≥ 0 ,
∫Rχ(ω)dω = 1,
∫Rω2χ(ω)dω = 1 ,
we define the Gibbs equilibrium
M(t , x , ξ) =A
c(A)χ
(ξ − u(t , x)
c(A)
)with
c(A) =
√g
I1(x ,A)
Acos θ in the FS zones and,
c(A) =
√g
I1(x ,S)
Scos θ + c2 in the P zones.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 23 / 38
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The Kinetic Formulation (KF) [P02]
We have the macroscopic-microscopic relations:
A =
∫RM(t , x , ξ) dξ
Q =
∫RξM(t , x , ξ) dξ
Q2
A+ Ac(A)2 =
∫Rξ2M(t , x , ξ) dξ
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 23 / 38
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The Kinetic Formulation (KF) [P02]
The Kinetic Formulation(A,Q) is a strong solution of PFS-System if and only ifM satisfies the kinetictransport equation:
∂tM+ ξ · ∂xM− g Φ(x ,A,S) ∂ξM = K (t , x , ξ)
for some collision term K (t , x , ξ) which satisfies for a.e. (t , x)∫R
K dξ = 0 ,∫Rξ Kd ξ = 0
Φ takes into account all the source terms.
[P02] B. Perthame. Kinetic formulation of conservation laws. Oxford University Press. Oxford Lecture Series in Mathematics and its Applications, Vol 21,2002.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 23 / 38
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The source terms
If , Φ reads:Conservative︷ ︸︸ ︷
ddx
Z − c2
gddx
ln(S) +
Non conservative product︷ ︸︸ ︷Z (x ,S)
ddx
cos θ
+ddx
∫x
K (x ,S)u|u|dx
If , Φ reads:
Conservative︷ ︸︸ ︷ddx
Z +
Non conservative product︷ ︸︸ ︷γ(x ,A) cos θ
Addx
ln(A) + Z (x ,A)ddx
cos θ
+ddx
∫x
K (x ,S)u|u|dx
Back
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 24 / 38
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The source terms
If , Φ reads:Conservative︷ ︸︸ ︷
ddx
Z − c2
gddx
ln(S) +
Non conservative product︷ ︸︸ ︷Z (x ,S)
ddx
cos θ
+ddx
∫x
K (x ,S)u|u|dx
If , Φ reads:
Conservative︷ ︸︸ ︷ddx
Z +
Non conservative product︷ ︸︸ ︷γ(x ,A) cos θ
Addx
ln(A) + Z (x ,A)ddx
cos θ
+ddx
∫x
K (x ,S)u|u|dx
Back
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 24 / 38
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Outline
1 Modelisation: the pressurised and free surface flows modelPrevious worksThe free surface modelThe pressurised modelThe PFS-model : a natural coupling
2 The kinetic approachThe Kinetic FormulationThe kinetic scheme : the case of a non transition pointThe case of a transition point
3 Numerical experiments
4 Conclusion and perspectives
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The mesh and the unknowns
Geometric terms and unknowns are piecewise constant approximations on thecell mi at time tn:
Geometric termsSi , cos θi
Macroscopic unknowns
Wni = (An
i ,Qni ), un
i =Qn
i
Ani
Microscopic unknown
Mni (ξ) =
Ani
cniχ
(ξ − un
i
cni
)
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The mesh and the unknowns
Consequently Φni is null on mi .
Indeed, we have:ddx
(1mi Z ) = 0,
ddx
(ln(1mi S)) = 0,
ddx
(1mi cos θ) = 0,
ddx
∫x
K (x ,S)u|u|dx = 0 Go
[PS01] B. Perthame and C. Simeoni. A kinetic scheme for the Saint-Venant system with a source term. Calcolo, Vol 38(4) 201–231, 2001
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 26 / 38
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Discretisation of the kinetic transport equation
Neglecting the collision term, the transport equation reads on [tn, tn+1[×mi :
∂
∂tf + ξ · ∂
∂xf = 0
with f (tn, x , ξ) =Mni (ξ) for x ∈ mi and thus it is discretised on mi as:
f n+1i (ξ) =Mn
i (ξ) +∆tn
∆xξ(M−
i+ 12(ξ)−M+
i− 12(ξ)),
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 27 / 38
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The macroscopic unknowns
Although f n+1i is not a Gibbs equilibrium, we define :
Wn+1i =
(An+1
iQn+1
i
)def:=
∫R
(1ξ
)f n+1i (ξ) dξ
−→Mn+1i defined without using the collision kernel : it is a way to perform all
collisions at once
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The macroscopic scheme
Finally the kinetic scheme reads:
Wn+1i = Wn
i +∆tn
∆x(F−
i+ 12− F +
i− 12)
with the interface fluxes
F±i+ 1
2=
∫Rξ
(1ξ
)M±
i+ 12(ξ) dξ
where the microscopic fluxes are defined following e.g. [BEG09b, PS01]:[BEG09b] C. Bourdarias and M. Ersoy and S. Gerbi. A kinetic scheme for pressurised flows in non uniform closed water pipes. Monografias de la Real
Academia de Ciencias de Zaragoza, Vol 31 1–20, 2009.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 29 / 38
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The microscopic fluxes
The microscopic fluxes are given by
Expression ofM−,ni+1/2 ,M
+,ni+1/2
M−,ni+1/2 =
positive transmission︷ ︸︸ ︷1ξ>0Mn
i (ξ) +
reflection︷ ︸︸ ︷1
ξ<0,ξ2−2g∆φni+1/2<0
Mni (−ξ)
+ 1ξ<0,ξ2−2g∆φn
i+1/2>0Mn
i+1
(−√ξ2 − 2g∆φn
i+1/2
)︸ ︷︷ ︸
negative transmission
M+,ni+1/2 =
negative transmission︷ ︸︸ ︷1ξ<0Mn
i+1(ξ) +
reflection︷ ︸︸ ︷1
ξ>0,ξ2+2g∆φni+1/2<0
Mni+1(−ξ)
+ 1ξ>0,ξ2+2g∆φn
i+1/2>0Mn
i
(√ξ2 + 2g∆φn
i+1/2
)︸ ︷︷ ︸
positive transmission
(5)
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 30 / 38
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The potential barrer and the physical interpretation
The potential barrier ∆φni±1/2 has the following expression:
∆φni+1/2 =
[[Z +
∫x
K (x ,S)u|u|dx]]
i+1/2
−c2
g[[ln(S)]]i+1/2
+ [[cos θ]]i+1/2
∫ 1
0Z (s, ψS(s))ds if En
i = 1
[[Z +
∫x
K (x ,A)u|u|dx]]
i+1/2
− [[A]]i+1/2
∫ 1
0
γ(s, ψA(s))
ψA(s)(ψcos θ)ds
+ [[cos θ]]i+1/2
∫ 1
0Z (s, ψA(s))ds if En
i = 0
where ψA (resp. ψS) is the straight lines path connecting the left state Ai (resp.Si ) to the right one Ai+1 (resp. Si+1).
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 31 / 38
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The potential barrer and the physical interpretation
The term ξ2 ± 2g∆φni+1/2 is the jump condition for a particle with the kinetic
speed ξ which is necessary tobe reflected: this means that the particle has not enough kinetic energyξ2/2 to overpass the potential barrier (reflection in (5)),overpass the potential barrier with a positive speed (positive transmissionin (5)),overpass the potential barrier with a negative speed (negativetransmission in (5)).
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 31 / 38
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The potential barrer and the physical interpretation
The term ξ2 ± 2g∆φni+1/2 is the jump condition for a particle with the kinetic
speed ξ which is necessary tobe reflected: this means that the particle has not enough kinetic energyξ2/2 to overpass the potential barrier (reflection in (5)),overpass the potential barrier with a positive speed (positive transmissionin (5)),overpass the potential barrier with a negative speed (negativetransmission in (5)).
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 31 / 38
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The potential barrer and the physical interpretation
The term ξ2 ± 2g∆φni+1/2 is the jump condition for a particle with the kinetic
speed ξ which is necessary tobe reflected: this means that the particle has not enough kinetic energyξ2/2 to overpass the potential barrier (reflection in (5)),overpass the potential barrier with a positive speed (positive transmissionin (5)),overpass the potential barrier with a negative speed (negativetransmission in (5)).
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 31 / 38
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The potential barrer and the physical interpretation
The term ξ2 ± 2g∆φni+1/2 is the jump condition for a particle with the kinetic
speed ξ which is necessary tobe reflected: this means that the particle has not enough kinetic energyξ2/2 to overpass the potential barrier (reflection in (5)),overpass the potential barrier with a positive speed (positive transmissionin (5)),overpass the potential barrier with a negative speed (negativetransmission in (5)).
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 31 / 38
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The potential barrer and the physical interpretation
Figure: The potential barrier:
Top: the physical configuration.Middle: the characteristic solution in (X ,Ξ)-plane.Bottom: the characteristic solution in (x , t)-plane.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 31 / 38
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Outline
1 Modelisation: the pressurised and free surface flows modelPrevious worksThe free surface modelThe pressurised modelThe PFS-model : a natural coupling
2 The kinetic approachThe Kinetic FormulationThe kinetic scheme : the case of a non transition pointThe case of a transition point
3 Numerical experiments
4 Conclusion and perspectives
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 32 / 38
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The case of a transition point
Figure: Free Surface / Pressurised
We have 5 unknowns : U+,U−,w .5 equations :
1 2 jumps conditions2 2 relations to computeM+,n
i+1/2
3 Conservation of energyS. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 33 / 38
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The case of a transition point
Figure: Free Surface / Pressurised
We have 5 unknowns : U+,U−,w .5 equations :
1 2 jumps conditions2 2 relations to computeM+,n
i+1/2
3 Conservation of energyS. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 33 / 38
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The case of a transition point
Figure: Free Surface / Pressurised
We have 5 unknowns : U+,U−,w .5 equations :
1 2 jumps conditions2 2 relations to computeM+,n
i+1/2
3 Conservation of energyS. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 33 / 38
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The case of a transition point
Figure: Free Surface / Pressurised
We have 5 unknowns : U+,U−,w .5 equations :
1 2 jumps conditions2 2 relations to computeM+,n
i+1/2
3 Conservation of energyS. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 33 / 38
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State update
never
t = t t = t n n+1
yes, if
t = t t = t n n+1
yes, if
t = t t = t n n+1
A >= A maxin+1
A < Ai
n+1max
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Properties of the numerical scheme
We choose [ABP00]:[ABP00] E. Audusse and M-0. Bristeau and B. Perthame. Kinetic schemes for Saint-Venant equations with source terms on unstructured grids. INRIA
Report RR3989, 2000.
χ(ω) =1
2√
31[−√
3,√
3](ω)
We assume a CFL condition. Then
Properties of the numerical schemeThe kinetic scheme keeps the wetted area An
i positive,Drying and flooding are treated.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 35 / 38
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Properties of the numerical scheme
We choose [ABP00]:[ABP00] E. Audusse and M-0. Bristeau and B. Perthame. Kinetic schemes for Saint-Venant equations with source terms on unstructured grids. INRIA
Report RR3989, 2000.
χ(ω) =1
2√
31[−√
3,√
3](ω)
We assume a CFL condition. Then
Properties of the numerical schemeThe kinetic scheme keeps the wetted area An
i positive,Drying and flooding are treated.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 35 / 38
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A water-hammer test
An injection test
A double dam break
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 36 / 38
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ConclusionEasy implementation of source termsVery good agreement for uniform caseDrying and flooding area are computed
PerspectiveAir entrainment treated as a bilayer fluid flow (in progress).Diphasic approach to take into account air entrapment,evaporation/condensation and cavitation.Network of pipes to model town sewers.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 37 / 38
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ConclusionEasy implementation of source termsVery good agreement for uniform caseDrying and flooding area are computed
PerspectiveAir entrainment treated as a bilayer fluid flow (in progress).Diphasic approach to take into account air entrapment,evaporation/condensation and cavitation.Network of pipes to model town sewers.
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 37 / 38
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Thank you for your attention
S. Gerbi (LAMA, UdS, Chambéry) Mixed flows in closed pipes: a kinetic approach Beijing 2010 38 / 38