Hamiltonian structure for an incompressible Euler two-layer fluid - - PowerPoint PPT Presentation

hamiltonian structure for an incompressible euler two
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Hamiltonian structure for an incompressible Euler two-layer fluid - - PowerPoint PPT Presentation

Hamiltonian structure for an incompressible Euler two-layer fluid joint work with R. Camassa, S. Chen, G. Falqui, M. Pedroni Giovanni Ortenzi Dipartimento di Matematica e Applicazioni Universit` a di Milano Bicocca Bi-Hamiltonian Systems and


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Hamiltonian structure for an incompressible Euler two-layer fluid

joint work with R. Camassa, S. Chen, G. Falqui, M. Pedroni Giovanni Ortenzi Dipartimento di Matematica e Applicazioni Universit` a di Milano Bicocca Bi-Hamiltonian Systems and All That Conference in honour of Franco Magri’s 65th birthday Milano, IX-2011

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The physical two-layer system

ζ(x,t)

x z

2 2

ρ

1 1

ρ

Ω Ω η (x,t)

1

η (x,t)

2

P(x,t) ζ(x,t)

2

ρ

1

ρ

η (x,t)

1

η (x,t)

2

(a) (b) n n

A model for the study of the internal waves in a stratified fluid.

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SLIDE 3

The model

The equations of motion for an incompressible two-layer Euler fluid with velocities of upper and lower layer uj = (uj, wj), j = 1, 2 are uj x + wj z = 0, uj t + ujuj x + wjuj z = −pj x/ρj, wj t + ujwj x + wjwj z = −pj z/ρj − g, with suitable boundary conditions

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The model

The equations of motion for an incompressible two-layer Euler fluid with velocities of upper and lower layer uj = (uj, wj), j = 1, 2 are uj x + wj z = 0, uj t + ujuj x + wjuj z = −pj x/ρj, wj t + ujwj x + wjwj z = −pj z/ρj − g, with suitable boundary conditions

  • w1(x, z = h1, t) = 0,

w2(x, z = −h2, t) = 0 top and bottom

  • ζ = 0, ui = 0, pi z = −gρi

x → ±∞

  • ζt + uiζx = wi, i = 1, 2, p1 = p2 at the interface z = ζ(x, t)
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The layer mean equations

η1(x, t), η2(x, t) height of the upper and lower layer. The means of a quantity f are f i(x, t) := 1 ηi

top

bottom f (x, z, t) dz,

i = 1, 2 . The equations for the horizontal component of the system become (ηiui)t + (ηiuiui)x = −ηi pi x ρi ηi t + (ηiui)x = 0, i = 1, 2 η1 + η2 = h.

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The layer mean equations

η1(x, t), η2(x, t) height of the upper and lower layer. The means of a quantity f are f i(x, t) := 1 ηi

top

bottom f (x, z, t) dz,

i = 1, 2 . The equations for the horizontal component of the system become ui t + uiui x = −Px ρi − (−1)igηi x ηi t + (ηiui)x = 0 i = 1, 2 η1 + η2 = h. At the leading order of the the long wave asymptotics the hydrostatic approximation holds everywhere: pi(x, z, t) = P(x, t) − gρi(z − ζ(x, t))

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Main question addressed in this talk

Is the two-layer system Hamiltonian?

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Main question addressed in this talk

Is the two-layer system Hamiltonian? Answer: Yes

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SLIDE 9

Decoupling the system

For a one-layer system with free surface the equations for the mean quantities (omit overline) are ut + uux + gηx = −Px ρ ηt + (ηu)x = 0 where P is an external assigned pressure. This system is Hamiltonian in the variables m = ρηu, η w.r.t. the Poisson structure Π = − m∂ + ∂m η∂ ∂η

  • and the Hamiltonian

H = m2 2ρη − gρ 2 η2 + ηP

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SLIDE 10

Coupling two one-layer systems

The system of a two-layer fluid in a channel can be obtained as a (suitable) coupling of two copies of one-layer system

  • the total height of the fluid is fixed: η1 + η2 = h
  • the interface pressure of the two fluid has to be the same:

P1 = P2

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SLIDE 11

Coupling two one-layer systems

The system of a two-layer fluid in a channel can be obtained as a (suitable) coupling of two copies of one-layer system

  • the total height of the fluid is fixed: η1 + η2 = h
  • the interface pressure of the two fluid has to be the same:

P1 = P2 Decoupled u1t + u1u1x − gη1x = −P1x ρ1 η1t + (η1u1)x = 0 u2t + u2u2x + gη2x = −P2x ρ2 η2t + (η2u2)x = 0

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Coupling two one-layer systems

The system of a two-layer fluid in a channel can be obtained as a (suitable) coupling of two copies of one-layer system

  • the total height of the fluid is fixed: η1 + η2 = h
  • the interface pressure of the two fluid has to be the same:

P1 = P2 Coupled u1t + u1u1x − gη1x = −Px ρ1 η1t + (η1u1)x = 0 u2t + u2u2x + gη2x = −Px ρ2 η2t + (η2u2)x = 0 η1 + η2= h

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SLIDE 13

Coupling two one-layer systems

The system of a two-layer fluid in a channel can be obtained as a (suitable) coupling of two copies of one-layer system

  • the total height of the fluid is fixed: η1 + η2 = h
  • the interface pressure of the two fluid has to be the same:

P1 = P2 Two field system ρ1 ρ2 + η1 h − η1

  • u1
  • t

+ ρ1 ρ2 − η2

1

(h − η1)2 u2

1

2 + (1 − ρ1 ρ2 )gη1

  • x

= 0 η1t + (η1u1)x = 0.

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SLIDE 14

Mathematical consequences of the coupling

P1 = P2 and η1 + η2 = h implies η1u1 + η2u2 = Q(t). If we choose the velocities zero at infinity, then η1u1 + η2u2 = 0.

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Mathematical consequences of the coupling

P1 = P2 and η1 + η2 = h implies η1u1 + η2u2 = Q(t). If we choose the velocities zero at infinity, then η1u1 + η2u2 = 0. RELEVANT PROPERTY The constraints φ1 := η1 + η2 − h = 0, φ2 := η1u1 + η2u2 = 0 satisfy

  • φ1t = −(φ2)x and φ1t = 0 =

⇒ φ2 = 0

  • all the higher dynamical consequences of φ1 are compatible

with the equations of motion

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The Dirac reduction

What happens to the Hamiltonian structure?

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The Dirac reduction

What happens to the Hamiltonian structure? We can perform a Dirac reduction. ΠD

m1m1 =

  • Πm1m1 − ∑

i,j=1,2

Πm1φiΠ−1

φi φj Πφjm1

  • φ1=φ2=0

ΠD

m1η1 =

  • Πm1η1 − ∑

i,j=1,2

Πm1φi Π−1

φi φj Πφjη1

  • φ1=φ2=0

ΠD

η1η1 =

  • Πη1η1 − ∑

i,j=1,2

Πη1φi Π−1

φi φj Πφjη1

  • φ1=φ2=0

where {f (x), g(y)} = Πf ,gδ(x − y),

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SLIDE 18

The reduced Hamiltonian structure

Finally, after some algebraic manipulation (integration by parts) the Dirac-Poisson structure will be ΠD = − M∂ + ∂M N∂ ∂N

  • .

where M =ρ2

1(h − η1)2 − ρ1ρ2η2 1

(ρ2η1 + ρ1(h − η1))2 m1 N = ρ1 ρ1 η1 − ρ2 h − η1 −1 and the Hamiltonian hD := m2

1

2ρ1η1 + ( ρ2

ρ1 m1)2

2ρ2(h − η1) + gρ2 (h − η1)2 2 − gρ1 η2

1

2 .

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SLIDE 19

The translational invariance along the channel

In view of the study of symmetries we change the variables m =

  • 1 +

η1/ρ1 (h − η1)/ρ2

  • m1,

η = η1. In these new variables the Poisson structure becomes ΠD(m, η) = − m∂ + ∂m η∂ ∂η

  • .

and the Hamiltonian hD(m, η) = m2 2ρ1η

  • 1 +

η/ρ1 (h − η)/ρ2 −1 + gρ2 (h − η)2 2 − gρ1 η2 2 .

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SLIDE 20

The reduced system is mt+ 2ρ1(h − η)2 + ρ2η(h − 2η) (ρ1(h − η) + ρ2η)2 m2 2η + g(ρ1 − ρ2) 2 η2

  • x

= 0, ηt+

  • 1 +

η/ρ1 (h − η)/ρ2 −1 m ρ1

  • x

= 0. m is the conserved density related to the x-invariance. It is not the physical momentum which is not, in general, a conserved quantity.

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SLIDE 21

The Boussinesq reduction

When 1 − ρ1 ρ2 << 1 we can consider ρ1 = ρ2 only in the terms where g appears mt + 2h − 3η 2ρ1hη m2 + g(ρ2 − ρ1) 2 η2

  • x

= 0, ηt + m(h − η) hρ1

  • x

= 0. This sytem can be diagonalized [Boonkasame et al.(2011)] and it is equivalent to the dispersionless AKNS sytem which is bi-Hamiltonian. One of the two AKNS Hamiltonian structures is a restriction of our Poisson bracket when ρ1 = ρ2.

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SLIDE 22

Conclusions and work in progress

Hamiltonian structure of a two-layer incompressible Euler fluid in a channel Two decoupled one-layer Dirac reduction

  • Two-layer system

Boussinesq approximation

  • dispersionless AKNS
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Conclusions and work in progress

Hamiltonian structure of a two-layer incompressible Euler fluid in a channel Two decoupled one-layer Dirac reduction

  • Two-layer system

Boussinesq approximation

  • dispersionless AKNS
  • Are the Hamiltonian structures preserved in the

non-hydrostatic case?

  • Can the bi-Hamiltonian structure be lifted to the

non-Boussinesq system?

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SLIDE 24

Bibliography

  • R. Camassa, S. Chen, G. Falqui, G.O., M. Pedroni, An inertia

‘paradox’ for incompressible statified Euler fluids, submitted for publication

  • R. Camassa, S. Chen, G. Falqui, G.O., M. Pedroni, Hamiltonian

structure for a two-layer incompressible Euler fluid, in progress

  • R. Camassa, D. Holm, Levermore, Long-time effects of bottom

topography in shallow water, Physica D 98 258-286 (1996)

  • T. B. Benjamin, On the Boussinesq model for two-dimensional

wave motions in heterogeneous fluids, J . Fluid Mech., 165, 445-474 (1986)

  • T. Wu, Long Waves in Ocean and Coastal Waters, Journal of

Engineering Mechanics, 107, 501-522 (1981)

  • A. Boonkasame, P. Milewski, The stability of large-amplitude

shallow interfacial non-Boussinesq flows, Stud. Appl. Math., DOI: 10.1111/j.1467-9590.2011.00528.x.(2011)