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Page 1: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

T. Brooke Benjamin

... a brilliant researcher .... original and elegant applied mathematics ... extraordinary physical insights ...changed the way we now think about hydrodynamics

... about 6ft tall ... moved slowly ... smiled slightly ... often smoking a pipe ... every word counted ...... he and his wife Natalia were a joyous couple with many friends ...

Page 2: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the
Page 3: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the
Page 4: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the
Page 5: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Mathematical Aspects of Classical Water

Wave Theory from the Past 20 Year

- the fascination of what’s difficult -

Brooke Benjamin Lecture

Oxford 26th November 2013

Page 6: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the
Page 7: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Classical Water Waves

What distinguishes the water wave problems from others inhydrodynamics is that the unknown is the region occupied bythe fluid. It is referred to as the free surface

Page 8: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Classical Water Waves

What distinguishes the water wave problems from others inhydrodynamics is that the unknown is the region occupied bythe fluid. It is referred to as the free surface

For today Classical means two-dimensional irrotational flowunder gravity of a heavy perfect liquid with a free surface,

Page 9: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Classical Water Waves

What distinguishes the water wave problems from others inhydrodynamics is that the unknown is the region occupied bythe fluid. It is referred to as the free surface

For today Classical means two-dimensional irrotational flowunder gravity of a heavy perfect liquid with a free surface,

There is no surface tension and there are no floating bodies

Page 10: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Classical Water Waves

What distinguishes the water wave problems from others inhydrodynamics is that the unknown is the region occupied bythe fluid. It is referred to as the free surface

For today Classical means two-dimensional irrotational flowunder gravity of a heavy perfect liquid with a free surface,

There is no surface tension and there are no floating bodies

Although there has been important recent progress on theinitial-value problem for free boundaries and on fully3-dimensional waves, that is not the concern here.

Page 11: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Classical Water Waves

What distinguishes the water wave problems from others inhydrodynamics is that the unknown is the region occupied bythe fluid. It is referred to as the free surface

For today Classical means two-dimensional irrotational flowunder gravity of a heavy perfect liquid with a free surface,

There is no surface tension and there are no floating bodies

Although there has been important recent progress on theinitial-value problem for free boundaries and on fully3-dimensional waves, that is not the concern here.

2-Dimensional Irrotational Water Waves:

Page 12: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Classical Water Waves

What distinguishes the water wave problems from others inhydrodynamics is that the unknown is the region occupied bythe fluid. It is referred to as the free surface

For today Classical means two-dimensional irrotational flowunder gravity of a heavy perfect liquid with a free surface,

There is no surface tension and there are no floating bodies

Although there has been important recent progress on theinitial-value problem for free boundaries and on fully3-dimensional waves, that is not the concern here.

2-Dimensional Irrotational Water Waves:In Eulerian co ordinates the velocity at a point (x , y, z) in thefluid at time t is given by the gradient of a scalar potential φ onR2

~v(x , y, z; t) = ∇φ(x , y; t)

which satisfy

Page 13: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Irrotational Water Waves

Infinite depth

Wave interior

Ω = (x , y) : y < η(x , t)

∆φ(x , y ; t) = 0

∇φ(x , y ; t) → 0 as y → −∞

Page 14: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Irrotational Water Waves

Boundary Conditionsgravity g acts vertically down

Wave Surface

S = (x , η(x , t)) : x ∈ R

φt + 12|∇φ|2 + gy = 0

ηt + φxηx − φy = 0

on S

Page 15: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

This is a very old problem, studied by Cauchy, Laplace,Lagrange, Poisson, Green, Airy, Stokes, Rayleigh ...

Page 16: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

This is a very old problem, studied by Cauchy, Laplace,Lagrange, Poisson, Green, Airy, Stokes, Rayleigh ...

After he discovered experimentally the solitary wave, in 1844John Scott Russell described

Page 17: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

This is a very old problem, studied by Cauchy, Laplace,Lagrange, Poisson, Green, Airy, Stokes, Rayleigh ...

After he discovered experimentally the solitary wave, in 1844John Scott Russell described

the greater part of the investigations of Poisson and Cauchyunder the name of wave theory are rather to be regarded asmathematical exercises, not physical investigations

Page 18: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

This is a very old problem, studied by Cauchy, Laplace,Lagrange, Poisson, Green, Airy, Stokes, Rayleigh ...

After he discovered experimentally the solitary wave, in 1844John Scott Russell described

the greater part of the investigations of Poisson and Cauchyunder the name of wave theory are rather to be regarded asmathematical exercises, not physical investigations

... since no one had predicted the wave it remained for

mathematicians to give an “a priori demonstration a posteriori”

Page 19: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

This is a very old problem, studied by Cauchy, Laplace,Lagrange, Poisson, Green, Airy, Stokes, Rayleigh ...

After he discovered experimentally the solitary wave, in 1844John Scott Russell described

the greater part of the investigations of Poisson and Cauchyunder the name of wave theory are rather to be regarded asmathematical exercises, not physical investigations

... since no one had predicted the wave it remained for

mathematicians to give an “a priori demonstration a posteriori”

Progress was very slow throughout the 19th century withapproximation for certain scaling limits but the full equationsremained essentially unexamined for more than one hundredyears but progress had accelerated hugely in recent years

Page 20: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

This is a very old problem, studied by Cauchy, Laplace,Lagrange, Poisson, Green, Airy, Stokes, Rayleigh ...

After he discovered experimentally the solitary wave, in 1844John Scott Russell described

the greater part of the investigations of Poisson and Cauchyunder the name of wave theory are rather to be regarded asmathematical exercises, not physical investigations

... since no one had predicted the wave it remained for

mathematicians to give an “a priori demonstration a posteriori”

Progress was very slow throughout the 19th century withapproximation for certain scaling limits but the full equationsremained essentially unexamined for more than one hundredyears but progress had accelerated hugely in recent years

Alex Craik, a PhD student of Brooke’s, has written extensivelyon the history of the water wave problem

Page 21: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Energetics

The total wave energy at time t is Kinetic + Potential:

1

2

∫ ∫

η(x,t)

−∞

|∇φ(x , y; t)dy|2dx +g

2

η2(x ; t)dx

Page 22: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Energetics

The total wave energy at time t is Kinetic + Potential:

1

2

∫ ∫

η(x,t)

−∞

|∇φ(x , y; t)dy|2dx +g

2

η2(x ; t)dx

Given periodic functions η and Φ of the single variable x let

Ω = (x , y) : y < η(x)

Page 23: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Energetics

The total wave energy at time t is Kinetic + Potential:

1

2

∫ ∫

η(x,t)

−∞

|∇φ(x , y; t)dy|2dx +g

2

η2(x ; t)dx

Given periodic functions η and Φ of the single variable x let

Ω = (x , y) : y < η(x)

φ the solution of the corresponding Dirichlet problem

∆φ(x , y) = 0φ→ 0 as y → −∞

on Ω

φ(x , η(x)) = Φ(x)

Page 24: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Energetics

The total wave energy at time t is Kinetic + Potential:

1

2

∫ ∫

η(x,t)

−∞

|∇φ(x , y; t)dy|2dx +g

2

η2(x ; t)dx

Given periodic functions η and Φ of the single variable x let

Ω = (x , y) : y < η(x)

φ the solution of the corresponding Dirichlet problem

∆φ(x , y) = 0φ→ 0 as y → −∞

on Ω

φ(x , η(x)) = Φ(x)

let

E(η,Φ) =1

2

∫ ∫

η(x)

−∞

|∇φ(x , y)dy|2dx + gη2(x)dx

Page 25: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

With this functional

E(η,Φ) :=1

2

∫ ∫

η(x)

−∞

|∇φ(x , y)dy|2dx + gη2(x)dx

and with the ”variational” derivatives

∂E

∂Φand

∂E

∂η

Page 26: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

With this functional

E(η,Φ) :=1

2

∫ ∫

η(x)

−∞

|∇φ(x , y)dy|2dx + gη2(x)dx

and with the ”variational” derivatives

∂E

∂Φand

∂E

∂η

Zakharov (1968) observed that solutions (η,Φ) of

∂η

∂t=∂E

∂Φ(η,Φ);

∂Φ

∂t= −

∂E

∂η(η,Φ)

yields a water wave

Page 27: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Benjamin & Olver (1982) studied

∂η

∂t=∂E

∂Φ(η,Φ);

∂Φ

∂t= −

∂E

∂η(η,Φ)

as a Hamiltonian system of classical type

x = J∇E(x), x = (η,Φ), J =

(

0, I−I, 0

)

,

η, φ being the infinite dimensional canonical variables whichthey referred to as ”coordinates” and ”momentum” and in anAppendix gives the Hamiltonian formulation independent ofcoordinates.

Both Zakharov and Benjamin was conscious of the implicationsof the Hamiltonian formulation for stability

Page 28: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Spatially Periodic Waves

Normalised Period 2π

Page 29: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Spatially Periodic Waves

Normalised Period 2πBased on conformal mapping theory any rectifiable periodicJordan curve S = (x , η(x)) : x ∈ R can be re-parametrised as

S = (−ξ − Cw(ξ),w(ξ)) : ξ ∈ R

where Cw is the Hilbert transform of a periodic function w :

Cw(ξ) = pv1

∫π

−π

w(σ) dσ

tan 12(ξ − σ)

Page 30: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Spatially Periodic Waves

Normalised Period 2πBased on conformal mapping theory any rectifiable periodicJordan curve S = (x , η(x)) : x ∈ R can be re-parametrised as

S = (−ξ − Cw(ξ),w(ξ)) : ξ ∈ R

where Cw is the Hilbert transform of a periodic function w :

Cw(ξ) = pv1

∫π

−π

w(σ) dσ

tan 12(ξ − σ)

Dyachenko, Kuznetsov, Spector & Zakharov (1996) usedcomplex function theory in a deep and beautiful way toreduceZakharov’s awkward system to the following ”simple” system:

w(1 + Cw ′)− Cϕ′ − w ′Cw = 0

C(

w ′ϕ− wϕ′ + λww ′)

+ (ϕ+ λw)(1 + Cw ′)− ϕ′Cw = 0

˙ = ∂/∂t, ′ = ∂/∂xw = wave height ϕ = potential at surface:

0 < λ = gravity after normalisating the wavelength as 2π

Page 31: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Spatially Periodic Waves

Normalised Period 2πBased on conformal mapping theory any rectifiable periodicJordan curve S = (x , η(x)) : x ∈ R can be re-parametrised as

S = (−ξ − Cw(ξ),w(ξ)) : ξ ∈ R

where Cw is the Hilbert transform of a periodic function w :

Cw(ξ) = pv1

∫π

−π

w(σ) dσ

tan 12(ξ − σ)

Dyachenko, Kuznetsov, Spector & Zakharov (1996) usedcomplex function theory in a deep and beautiful way toreduceZakharov’s awkward system to the following ”simple” system:

w(1 + Cw ′)− Cϕ′ − w ′Cw = 0

C(

w ′ϕ− wϕ′ + λww ′)

+ (ϕ+ λw)(1 + Cw ′)− ϕ′Cw = 0

˙ = ∂/∂t, ′ = ∂/∂xw = wave height ϕ = potential at surface:

0 < λ = gravity after normalisating the wavelength as 2π

But it does not look like a Hamiltonian system any more!

Page 32: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

A Symplectic Form

For (w , ϕ) ∈ M := W 1,22π × W 1,2

2π let

ω(w,ϕ)

(

(w1, ϕ1), (w2, ϕ2))

=

π

−π

(1 + Cw ′)(ϕ2w1 − ϕ1w2)

+ w ′(

ϕ1Cw2 − ϕ2Cw1

)

− ϕ′(

w1Cw2 − w2Cw1

)

Page 33: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

A Symplectic Form

For (w , ϕ) ∈ M := W 1,22π × W 1,2

2π let

ω(w,ϕ)

(

(w1, ϕ1), (w2, ϕ2))

=

π

−π

(1 + Cw ′)(ϕ2w1 − ϕ1w2)

+ w ′(

ϕ1Cw2 − ϕ2Cw1

)

− ϕ′(

w1Cw2 − w2Cw1

)

This is a skew-symmetric bilinear form with

ω = d$

where ω is the 1-form

$ϕ,w(w , ϕ) =

π

−π

ϕ(1 + Cw ′) + C(

ϕw ′)

wdξ

Page 34: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

A Symplectic Form

For (w , ϕ) ∈ M := W 1,22π × W 1,2

2π let

ω(w,ϕ)

(

(w1, ϕ1), (w2, ϕ2))

=

π

−π

(1 + Cw ′)(ϕ2w1 − ϕ1w2)

+ w ′(

ϕ1Cw2 − ϕ2Cw1

)

− ϕ′(

w1Cw2 − w2Cw1

)

This is a skew-symmetric bilinear form with

ω = d$

where ω is the 1-form

$ϕ,w(w , ϕ) =

π

−π

ϕ(1 + Cw ′) + C(

ϕw ′)

wdξ

Hence ω is exact (and so closed)

From Riemann-Hilbert theory it is non-degenerate

Page 35: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Thus the Water-Wave Problem

involving a PDE with nonlinear boundary conditions on an unknown domain:

Page 36: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Thus the Water-Wave Problem

involving a PDE with nonlinear boundary conditions on an unknown domain:

S = (x , η(x , t)) : x ∈ R

η(x + 2π) = η(x , t) = η(x , t + 2π)

φt + 12|∇φ|2 + λy = 0;

φt + φxηx − φyηy = 0

on S

For (x , y; t) with y < η(x , t)

∆φ(x , y; t) = 0

∇φ(x , y; t) → 0 as y → −∞

φ(x , y; t) = φ(x + 2π, y; t)

Page 37: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Thus the Water-Wave Problem

involving a PDE with nonlinear boundary conditions on an unknown domain:

S = (x , η(x , t)) : x ∈ R

η(x + 2π) = η(x , t) = η(x , t + 2π)

φt + 12|∇φ|2 + λy = 0;

φt + φxηx − φyηy = 0

on S

For (x , y; t) with y < η(x , t)

∆φ(x , y; t) = 0

∇φ(x , y; t) → 0 as y → −∞

φ(x , y; t) = φ(x + 2π, y; t)

is equivalent to:

Page 38: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Thus the Water-Wave Problem

involving a PDE with nonlinear boundary conditions on an unknown domain:

S = (x , η(x , t)) : x ∈ R

η(x + 2π) = η(x , t) = η(x , t + 2π)

φt + 12|∇φ|2 + λy = 0;

φt + φxηx − φyηy = 0

on S

For (x , y; t) with y < η(x , t)

∆φ(x , y; t) = 0

∇φ(x , y; t) → 0 as y → −∞

φ(x , y; t) = φ(x + 2π, y; t)

is equivalent to:two equations

Page 39: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Thus the Water-Wave Problem

involving a PDE with nonlinear boundary conditions on an unknown domain:

S = (x , η(x , t)) : x ∈ R

η(x + 2π) = η(x , t) = η(x , t + 2π)

φt + 12|∇φ|2 + λy = 0;

φt + φxηx − φyηy = 0

on S

For (x , y; t) with y < η(x , t)

∆φ(x , y; t) = 0

∇φ(x , y; t) → 0 as y → −∞

φ(x , y; t) = φ(x + 2π, y; t)

is equivalent to:two equations each with quadratic nonlinearities

Page 40: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Thus the Water-Wave Problem

involving a PDE with nonlinear boundary conditions on an unknown domain:

S = (x , η(x , t)) : x ∈ R

η(x + 2π) = η(x , t) = η(x , t + 2π)

φt + 12|∇φ|2 + λy = 0;

φt + φxηx − φyηy = 0

on S

For (x , y; t) with y < η(x , t)

∆φ(x , y; t) = 0

∇φ(x , y; t) → 0 as y → −∞

φ(x , y; t) = φ(x + 2π, y; t)

is equivalent to:two equations each with quadratic nonlinearities for tworeal-valued functions

Page 41: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Thus the Water-Wave Problem

involving a PDE with nonlinear boundary conditions on an unknown domain:

S = (x , η(x , t)) : x ∈ R

η(x + 2π) = η(x , t) = η(x , t + 2π)

φt + 12|∇φ|2 + λy = 0;

φt + φxηx − φyηy = 0

on S

For (x , y; t) with y < η(x , t)

∆φ(x , y; t) = 0

∇φ(x , y; t) → 0 as y → −∞

φ(x , y; t) = φ(x + 2π, y; t)

is equivalent to:two equations each with quadratic nonlinearities for tworeal-valued functions of one space and one time variable

Page 42: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Thus the Water-Wave Problem

involving a PDE with nonlinear boundary conditions on an unknown domain:

S = (x , η(x , t)) : x ∈ R

η(x + 2π) = η(x , t) = η(x , t + 2π)

φt + 12|∇φ|2 + λy = 0;

φt + φxηx − φyηy = 0

on S

For (x , y; t) with y < η(x , t)

∆φ(x , y; t) = 0

∇φ(x , y; t) → 0 as y → −∞

φ(x , y; t) = φ(x + 2π, y; t)

is equivalent to:two equations each with quadratic nonlinearities for tworeal-valued functions of one space and one time variable

on a fixed domain:

Page 43: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

The Hamiltonian System

defined by

E(w , ϕ) =1

2

π

−π

ϕCϕ′ + λw2(1 + Cw ′)dξ

with the skew form

ω(w,ϕ)

(

(w1, ϕ1), (w2, ϕ2))

=

π

−π

(1 + Cw ′)(ϕ2w1 − ϕ1w2)

+ w ′(

ϕ1Cw2 − ϕ2Cw1

)

− ϕ′(

w1Cw2 − w2Cw1

)

for x-periodic functions (φ(x , t),w(x , t)) of real variables leadsto the equations

w(1 + Cw ′)− Cϕ′ − w ′Cw = 0

C(

w ′ϕ− wϕ′ + λww ′)

+ (ϕ+ λw)(1 + Cw ′)− ϕ′Cw = 0

a tidy version of the water-wave problem!!

Page 44: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Standing Waves

π−π

S

Page 45: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Standing Waves

π−π

S

The first person to consider the initial-value problem for waterwaves was Simeon Denis Poisson (1781–1840)

In the process he considered the standing waves – ”le clapotis”he called them

– which offer a good example of how the Hamiltonianapproach helps organise a fiendishly difficult problem

Page 46: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Linearized Standing Wave ProblemStanding Waves have normalised spatial period 2π andtemporal period T

Page 47: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Linearized Standing Wave ProblemStanding Waves have normalised spatial period 2π andtemporal period T

The velocity potential φ on the lower half plane(x , t) :∈ R2 : y < 0:

∂2φ

∂x2+∂2φ

∂y2= 0, x , t ∈ R, y < 0,

Page 48: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Linearized Standing Wave ProblemStanding Waves have normalised spatial period 2π andtemporal period T

The velocity potential φ on the lower half plane(x , t) :∈ R2 : y < 0:

∂2φ

∂x2+∂2φ

∂y2= 0, x , t ∈ R, y < 0,

Boundary Conditions

φ(x + 2π, y; t) = φ(x , y; t) = φ(x , y; t + T ), x , t ∈ R, y < 0,

∂2φ

∂t2+ g

∂φ

∂y= 0, y = 0

φ(−x , y; t) = φ(x , y; t) = −φ(x , y;−t), x , t ∈ R, y < 0

∇φ(x , y; t) → (0, 0), y → −∞

Page 49: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Linearized Standing Wave ProblemStanding Waves have normalised spatial period 2π andtemporal period T

The velocity potential φ on the lower half plane(x , t) :∈ R2 : y < 0:

∂2φ

∂x2+∂2φ

∂y2= 0, x , t ∈ R, y < 0,

Boundary Conditions

φ(x + 2π, y; t) = φ(x , y; t) = φ(x , y; t + T ), x , t ∈ R, y < 0,

∂2φ

∂t2+ g

∂φ

∂y= 0, y = 0

φ(−x , y; t) = φ(x , y; t) = −φ(x , y;−t), x , t ∈ R, y < 0

∇φ(x , y; t) → (0, 0), y → −∞

The wave Elevation η:

gη(x , t) = −∂φ

∂t(x , 0, t)

Page 50: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

In 1818 Poisson observed that when λ := gT 2/2πΛ is irrationalthere are no non-constant solutions

Page 51: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

In 1818 Poisson observed that when λ := gT 2/2πΛ is irrationalthere are no non-constant solutions

However, when λ ∈ Q, for every m, n with n2

m= λ

φ(x , y, t) = sin(2nπt

T

)

cos

(2mπx

Λ

)

exp

(2mπy

Λ

)

is a solution

Page 52: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

In 1818 Poisson observed that when λ := gT 2/2πΛ is irrationalthere are no non-constant solutions

However, when λ ∈ Q, for every m, n with n2

m= λ

φ(x , y, t) = sin(2nπt

T

)

cos

(2mπx

Λ

)

exp

(2mπy

Λ

)

is a solution

The eigenvalues λ of the linearized problem are Q ∩ [0,∞)which is dense and each eigenspace is infinite-dimensional

Page 53: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

In 1818 Poisson observed that when λ := gT 2/2πΛ is irrationalthere are no non-constant solutions

However, when λ ∈ Q, for every m, n with n2

m= λ

φ(x , y, t) = sin(2nπt

T

)

cos

(2mπx

Λ

)

exp

(2mπy

Λ

)

is a solution

The eigenvalues λ of the linearized problem are Q ∩ [0,∞)which is dense and each eigenspace is infinite-dimensional

This is called complete resonance. It is a huge nightmarebecause inversion of the linearised problem involvessmall-divisor problems when attacking the nonlinear problem.

Page 54: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

In 1818 Poisson observed that when λ := gT 2/2πΛ is irrationalthere are no non-constant solutions

However, when λ ∈ Q, for every m, n with n2

m= λ

φ(x , y, t) = sin(2nπt

T

)

cos

(2mπx

Λ

)

exp

(2mπy

Λ

)

is a solution

The eigenvalues λ of the linearized problem are Q ∩ [0,∞)which is dense and each eigenspace is infinite-dimensional

This is called complete resonance. It is a huge nightmarebecause inversion of the linearised problem involvessmall-divisor problems when attacking the nonlinear problem.

However following work by Amick and others, in the pastdecade this Hamiltonian formulation combined with theNash-Moser approach (from differential geometry) has

led to non-trivial solutions of the full nonlinear problem for a

measurable set of λ which is dense at 1 (Plotnikov & Iooss)

Page 55: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Stokes Waves

Page 56: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Stokes WavesWith φ(x , t) = φ(x − ct) and w(x , t) = w(x − ct) the systemsimplifies dramatically to φ′ = cw ′ and an equation for w only:

Cw ′ = λ(

w + wCw ′ + C(ww ′))

(∗)

here the wave speed c has been absorbed in λ

Page 57: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Stokes WavesWith φ(x , t) = φ(x − ct) and w(x , t) = w(x − ct) the systemsimplifies dramatically to φ′ = cw ′ and an equation for w only:

Cw ′ = λ(

w + wCw ′ + C(ww ′))

(∗)

here the wave speed c has been absorbed in λ

Note that w 7→ Cw ′ is first-order, non-negative-definite,self-adjoint which is densely defined on L2

2π by

C(eik)′ = |k |eik , k ∈ Z

Page 58: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Stokes WavesWith φ(x , t) = φ(x − ct) and w(x , t) = w(x − ct) the systemsimplifies dramatically to φ′ = cw ′ and an equation for w only:

Cw ′ = λ(

w + wCw ′ + C(ww ′))

(∗)

here the wave speed c has been absorbed in λ

Note that w 7→ Cw ′ is first-order, non-negative-definite,self-adjoint which is densely defined on L2

2π by

C(eik)′ = |k |eik , k ∈ Z

Therefore

Cw ′ =

−∂2w

∂ξ2

behaves like an elliptic differential operatorbut significantly it lacks a maximum principle

Page 59: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Stokes WavesWith φ(x , t) = φ(x − ct) and w(x , t) = w(x − ct) the systemsimplifies dramatically to φ′ = cw ′ and an equation for w only:

Cw ′ = λ(

w + wCw ′ + C(ww ′))

(∗)

here the wave speed c has been absorbed in λ

Note that w 7→ Cw ′ is first-order, non-negative-definite,self-adjoint which is densely defined on L2

2π by

C(eik)′ = |k |eik , k ∈ Z

Therefore

Cw ′ =

−∂2w

∂ξ2

behaves like an elliptic differential operatorbut significantly it lacks a maximum principle

Note also that (∗) is the Euler-Lagrange equation of∫

π

−π

wCw ′ − λ(

w2(1 + Cw ′))

dξ,

Page 60: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

The Stokes Wave Equation

Equation (∗) is quadratic in w and has beautiful structure:

Page 61: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

The Stokes Wave Equation

Equation (∗) is quadratic in w and has beautiful structure:

apart from being variational it can be re-written

(1 − 2λw)Cw ′ = λ(w + C(ww ′)− wCw ′)

Page 62: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

The Stokes Wave Equation

Equation (∗) is quadratic in w and has beautiful structure:

apart from being variational it can be re-written

(1 − 2λw)Cw ′ = λ(w + C(ww ′)− wCw ′)

where miraculously C(ww ′)− wCw ′ is always negative andalways smoother than w ′.

Page 63: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

The Stokes Wave Equation

Equation (∗) is quadratic in w and has beautiful structure:

apart from being variational it can be re-written

(1 − 2λw)Cw ′ = λ(w + C(ww ′)− wCw ′)

where miraculously C(ww ′)− wCw ′ is always negative andalways smoother than w ′.

When 1 − 2λw > 0 it becomes

Cw ′ = λ

(

w + C(ww ′)− wCw ′

1 − 2λw

)

and an elementary application of bifurcation theory yieldssmall amplitude waves with λ close to 1

This problem vexed Lord Rayleigh and was finally settled by Nekrasov and Levi Civita in the 1920s

Page 64: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

The Stokes Wave Equation

Equation (∗) is quadratic in w and has beautiful structure:

apart from being variational it can be re-written

(1 − 2λw)Cw ′ = λ(w + C(ww ′)− wCw ′)

where miraculously C(ww ′)− wCw ′ is always negative andalways smoother than w ′.

When 1 − 2λw > 0 it becomes

Cw ′ = λ

(

w + C(ww ′)− wCw ′

1 − 2λw

)

and an elementary application of bifurcation theory yieldssmall amplitude waves with λ close to 1

This problem vexed Lord Rayleigh and was finally settled by Nekrasov and Levi Civita in the 1920s

The only difficulty arises when 1 − 2λw has zeros

Page 65: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

The Stokes Wave Equation

Equation (∗) is quadratic in w and has beautiful structure:

apart from being variational it can be re-written

(1 − 2λw)Cw ′ = λ(w + C(ww ′)− wCw ′)

where miraculously C(ww ′)− wCw ′ is always negative andalways smoother than w ′.

When 1 − 2λw > 0 it becomes

Cw ′ = λ

(

w + C(ww ′)− wCw ′

1 − 2λw

)

and an elementary application of bifurcation theory yieldssmall amplitude waves with λ close to 1

This problem vexed Lord Rayleigh and was finally settled by Nekrasov and Levi Civita in the 1920s

The only difficulty arises when 1 − 2λw has zeros

This corresponds to Stokes wave of extreme form

Page 66: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

HistoryFor small-amplitude travelling waves (∗) was derived byBabenko (1987) who was realised that its variational structurewas important.

Page 67: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

HistoryFor small-amplitude travelling waves (∗) was derived byBabenko (1987) who was realised that its variational structurewas important.But he did not grasped its global significance and was unawareof the connection to Dyachenko, Kuznetsov, Spector &Zakharov

Page 68: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

HistoryFor small-amplitude travelling waves (∗) was derived byBabenko (1987) who was realised that its variational structurewas important.But he did not grasped its global significance and was unawareof the connection to Dyachenko, Kuznetsov, Spector &Zakharov

Independently Plotnikov (1992) and Balk (1996) rediscovered(∗) for travelling waves

Page 69: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

HistoryFor small-amplitude travelling waves (∗) was derived byBabenko (1987) who was realised that its variational structurewas important.But he did not grasped its global significance and was unawareof the connection to Dyachenko, Kuznetsov, Spector &Zakharov

Independently Plotnikov (1992) and Balk (1996) rediscovered(∗) for travelling waves

Plotnikov introduced Morse index calculations in his brilliantstudy of the non-uniqueness question for solitary waves

Page 70: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

HistoryFor small-amplitude travelling waves (∗) was derived byBabenko (1987) who was realised that its variational structurewas important.But he did not grasped its global significance and was unawareof the connection to Dyachenko, Kuznetsov, Spector &Zakharov

Independently Plotnikov (1992) and Balk (1996) rediscovered(∗) for travelling waves

Plotnikov introduced Morse index calculations in his brilliantstudy of the non-uniqueness question for solitary waves

Buffoni & Sere and Dancer added a great deal to existencetheory using this variational structure. However there remainmany open questions.

Page 71: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

HistoryFor small-amplitude travelling waves (∗) was derived byBabenko (1987) who was realised that its variational structurewas important.But he did not grasped its global significance and was unawareof the connection to Dyachenko, Kuznetsov, Spector &Zakharov

Independently Plotnikov (1992) and Balk (1996) rediscovered(∗) for travelling waves

Plotnikov introduced Morse index calculations in his brilliantstudy of the non-uniqueness question for solitary waves

Buffoni & Sere and Dancer added a great deal to existencetheory using this variational structure. However there remainmany open questions.

In the last ten years the theory has been extended to a verygeneral class of free boundary problems Shargorodsky

Page 72: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

HistoryFor small-amplitude travelling waves (∗) was derived byBabenko (1987) who was realised that its variational structurewas important.But he did not grasped its global significance and was unawareof the connection to Dyachenko, Kuznetsov, Spector &Zakharov

Independently Plotnikov (1992) and Balk (1996) rediscovered(∗) for travelling waves

Plotnikov introduced Morse index calculations in his brilliantstudy of the non-uniqueness question for solitary waves

Buffoni & Sere and Dancer added a great deal to existencetheory using this variational structure. However there remainmany open questions.

In the last ten years the theory has been extended to a verygeneral class of free boundary problems Shargorodsky

Remarkably, despite its very special form nothing has emergedthat makes Stokes Waves special in that much wider class offree-boundary problems

Page 73: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Numerical Evidence Suggests a Global Bifurcation Picture Like This:

λ = 1

Moreover:energy oscillatesmaximum slope oscillatesnumber of inflection points increases without bound

Page 74: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Numerical Evidence Suggests a Global Bifurcation Picture Like This:

λ = 1

©

Stokes Wave of Extreme Form (1880)

Moreover:energy oscillatesmaximum slope oscillatesnumber of inflection points increases without bound

as the extreme wave ((1 − 2λw = 0) is approached

Page 75: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Morse Index M(w)

The Morse index M(w) of a critical point w is the number ofeigenvalues µ < 0 of D2J (w):

D2J (w)φ = µφ, µ < 0

where D2J [w] is the linearisation of (∗) at (λ,w):

D2J (w)φ = Cφ′ − λ(

φ+ φCw ′ + wCφ′ + C(wφ)′)

Page 76: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Morse Index M(w)

The Morse index M(w) of a critical point w is the number ofeigenvalues µ < 0 of D2J (w):

D2J (w)φ = µφ, µ < 0

where D2J [w] is the linearisation of (∗) at (λ,w):

D2J (w)φ = Cφ′ − λ(

φ+ φCw ′ + wCφ′ + C(wφ)′)

The Morse Index may be infinite if 1 − 2λw has zeros(corresponding to an extreme wave)

Page 77: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Morse Index M(w)

The Morse index M(w) of a critical point w is the number ofeigenvalues µ < 0 of D2J (w):

D2J (w)φ = µφ, µ < 0

where D2J [w] is the linearisation of (∗) at (λ,w):

D2J (w)φ = Cφ′ − λ(

φ+ φCw ′ + wCφ′ + C(wφ)′)

The Morse Index may be infinite if 1 − 2λw has zeros(corresponding to an extreme wave)

Plotnikov showed that this is equivalent to a simpler eigenvalueproblem

Cψ′ − q[λ,w]ψ = µψ

Page 78: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Morse Index M(w)

The Morse index M(w) of a critical point w is the number ofeigenvalues µ < 0 of D2J (w):

D2J (w)φ = µφ, µ < 0

where D2J [w] is the linearisation of (∗) at (λ,w):

D2J (w)φ = Cφ′ − λ(

φ+ φCw ′ + wCφ′ + C(wφ)′)

The Morse Index may be infinite if 1 − 2λw has zeros(corresponding to an extreme wave)

Plotnikov showed that this is equivalent to a simpler eigenvalueproblem

Cψ′ − q[λ,w]ψ = µψ

Moreover the ”Plotnikov potential” q[λ,w] becomes singular asmin1 − 2λw 0

Page 79: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Plotnikov’s Theorem

Suppose that a sequence (λk ,wk) of solutions of (∗) has1 − 2λkwk 6= 0 and the Morse indices M(wk) are bounded.

Page 80: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Plotnikov’s Theorem

Suppose that a sequence (λk ,wk) of solutions of (∗) has1 − 2λkwk 6= 0 and the Morse indices M(wk) are bounded.

Then for some α > 0

1 − 2λk wk > α, k ∈ N

None of these solutions is close to being an extreme wave.

As the extreme Stokes wave is approached it becomes moreand more unstable in the sense of Morse indices

Page 81: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Plotnikov’s Theorem

Suppose that a sequence (λk ,wk) of solutions of (∗) has1 − 2λkwk 6= 0 and the Morse indices M(wk) are bounded.

Then for some α > 0

1 − 2λk wk > α, k ∈ N

None of these solutions is close to being an extreme wave.

As the extreme Stokes wave is approached it becomes moreand more unstable in the sense of Morse indices

Recently Shargorodsky has quantified the relation between thesize of the Morse index and the size of α

Page 82: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Primary Branch

λ = 1

Page 83: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Primary Branch

λ = 1

©

Stokes Wave of Extreme Form (1880)

Moreover:energy oscillatesmaximum slope oscillatesnumber of inflection points increases without bound

Morse index grows without bound as the extreme wave is

approached

Page 84: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

Open Question

By methods of topological degree theory the globalbranch of Stokes waves ”terminates” at Stokes extremewave. So Plotnikov’s result implies that there are solutionsarbitrarily large Morse index

Despite this and the attractive form of J , a global variationaltheory of existence remains undiscovered

The question is:

For all large n ∈ N does there exist a solutionwith Morse index n?

Page 85: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

What Does Plotnikov’s Result Mean?

Page 86: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

What Does Plotnikov’s Result Mean?

In abstract terms Babenko’s equation for travelling waves is

Cw ′ = λ∇Φ(w) (‡)

where

Φ =1

2

π

−π

w2(1 + Cw ′)

dx

and it can be proved that there is a curve of solutions(λs,ws) : s ∈ [0,∞) with M(ws) → ∞ as s → ∞.

Moreover the parametrisation s 7→ (λs ,ws) is real-analytic.

Page 87: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

What Does Plotnikov’s Result Mean?

In abstract terms Babenko’s equation for travelling waves is

Cw ′ = λ∇Φ(w) (‡)

where

Φ =1

2

π

−π

w2(1 + Cw ′)

dx

and it can be proved that there is a curve of solutions(λs,ws) : s ∈ [0,∞) with M(ws) → ∞ as s → ∞.

Moreover the parametrisation s 7→ (λs ,ws) is real-analytic.

Suppose that the Morse Index changes as s passes through s∗

Page 88: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

What Does Plotnikov’s Result Mean?

In abstract terms Babenko’s equation for travelling waves is

Cw ′ = λ∇Φ(w) (‡)

where

Φ =1

2

π

−π

w2(1 + Cw ′)

dx

and it can be proved that there is a curve of solutions(λs,ws) : s ∈ [0,∞) with M(ws) → ∞ as s → ∞.

Moreover the parametrisation s 7→ (λs ,ws) is real-analytic.

Suppose that the Morse Index changes as s passes through s∗

I The variational structure of (‡)

Page 89: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

What Does Plotnikov’s Result Mean?

In abstract terms Babenko’s equation for travelling waves is

Cw ′ = λ∇Φ(w) (‡)

where

Φ =1

2

π

−π

w2(1 + Cw ′)

dx

and it can be proved that there is a curve of solutions(λs,ws) : s ∈ [0,∞) with M(ws) → ∞ as s → ∞.

Moreover the parametrisation s 7→ (λs ,ws) is real-analytic.

Suppose that the Morse Index changes as s passes through s∗

I The variational structure of (‡)

I The fact that λ is a multiplier on the right

Page 90: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

What Does Plotnikov’s Result Mean?

In abstract terms Babenko’s equation for travelling waves is

Cw ′ = λ∇Φ(w) (‡)

where

Φ =1

2

π

−π

w2(1 + Cw ′)

dx

and it can be proved that there is a curve of solutions(λs,ws) : s ∈ [0,∞) with M(ws) → ∞ as s → ∞.

Moreover the parametrisation s 7→ (λs ,ws) is real-analytic.

Suppose that the Morse Index changes as s passes through s∗

I The variational structure of (‡)

I The fact that λ is a multiplier on the right

I The Morse Index changes as s passes through s∗

Page 91: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

What Does Plotnikov’s Result Mean?

In abstract terms Babenko’s equation for travelling waves is

Cw ′ = λ∇Φ(w) (‡)

where

Φ =1

2

π

−π

w2(1 + Cw ′)

dx

and it can be proved that there is a curve of solutions(λs,ws) : s ∈ [0,∞) with M(ws) → ∞ as s → ∞.

Moreover the parametrisation s 7→ (λs ,ws) is real-analytic.

Suppose that the Morse Index changes as s passes through s∗

I The variational structure of (‡)

I The fact that λ is a multiplier on the right

I The Morse Index changes as s passes through s∗

means that

Page 92: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

at least one of two things happens

Page 93: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

at least one of two things happens

(λs∗ , ws∗ )*

turning point

Page 94: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

at least one of two things happens

(λs∗ , ws∗ )*

turning point

(λs∗ , ws∗ )*

crossing

Page 95: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

at least one of two things happens

(λs∗ , ws∗ )*

turning point

(λs∗ , ws∗ )*

crossing

The numerical evidence is that the first happens each time theMorse index changes

Page 96: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

at least one of two things happens

(λs∗ , ws∗ )*

turning point

(λs∗ , ws∗ )*

crossing

The numerical evidence is that the first happens each time theMorse index changes

We do not have a proof

This seems to be a very hard problem

Page 97: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

at least one of two things happens

(λs∗ , ws∗ )*

turning point

(λs∗ , ws∗ )*

crossing

The numerical evidence is that the first happens each time theMorse index changes

We do not have a proof

This seems to be a very hard problem

But there’s more we can say ...

Page 98: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

.. if you look at things differently

Page 99: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

.. if you look at things differently

The solutions (λs ,ws) : s ∈ [0,∞) with M(ws) → ∞ ass → ∞ are 2π-periodic.

Page 100: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

.. if you look at things differently

The solutions (λs ,ws) : s ∈ [0,∞) with M(ws) → ∞ ass → ∞ are 2π-periodic.

So they are also 2nπ-periodic for any n

Page 101: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

.. if you look at things differently

The solutions (λs ,ws) : s ∈ [0,∞) with M(ws) → ∞ ass → ∞ are 2π-periodic.

So they are also 2nπ-periodic for any n

Let Mn(w) denote their Morse index in that new setting

Page 102: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

.. if you look at things differently

The solutions (λs ,ws) : s ∈ [0,∞) with M(ws) → ∞ ass → ∞ are 2π-periodic.

So they are also 2nπ-periodic for any n

Let Mn(w) denote their Morse index in that new setting

For p sufficiently large prime Mp(ws) changes as s passesthrough s∗p 6= s∗ close to s∗

Page 103: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

.. if you look at things differently

The solutions (λs ,ws) : s ∈ [0,∞) with M(ws) → ∞ ass → ∞ are 2π-periodic.

So they are also 2nπ-periodic for any n

Let Mn(w) denote their Morse index in that new setting

For p sufficiently large prime Mp(ws) changes as s passesthrough s∗p 6= s∗ close to s∗

Thus near s∗ there is a bifurcation from the primary branchof solution with minimal period 2pπ

(λs∗ , ws∗ )*

Page 104: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

.. if you look at things differently

The solutions (λs ,ws) : s ∈ [0,∞) with M(ws) → ∞ ass → ∞ are 2π-periodic.

So they are also 2nπ-periodic for any n

Let Mn(w) denote their Morse index in that new setting

For p sufficiently large prime Mp(ws) changes as s passesthrough s∗p 6= s∗ close to s∗

Thus near s∗ there is a bifurcation from the primary branchof solution with minimal period 2pπ

(λs∗ , ws∗ )*

s = s∗p1

Page 105: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

.. if you look at things differently

The solutions (λs ,ws) : s ∈ [0,∞) with M(ws) → ∞ ass → ∞ are 2π-periodic.

So they are also 2nπ-periodic for any n

Let Mn(w) denote their Morse index in that new setting

For p sufficiently large prime Mp(ws) changes as s passesthrough s∗p 6= s∗ close to s∗

Thus near s∗ there is a bifurcation from the primary branchof solution with minimal period 2pπ

(λs∗ , ws∗ )*

s = s∗p1

s = s∗p2

Page 106: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

That period-multiplying (sub-harmonic) bifurcation occursnear the turning points on the primary branch wasobserved numerically by Chen & Saffman (1980)

Page 107: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

That period-multiplying (sub-harmonic) bifurcation occursnear the turning points on the primary branch wasobserved numerically by Chen & Saffman (1980)

Brooke knew their result and would I think have loved thissubtle proof

Page 108: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

That period-multiplying (sub-harmonic) bifurcation occursnear the turning points on the primary branch wasobserved numerically by Chen & Saffman (1980)

Brooke knew their result and would I think have loved thissubtle proof

but alas once again the mathematicians had discoveredan a priori proof a postiori

Page 109: T. Brooke Benjamin · Brooke Benjamin Lecture Oxford 26th November 2013. Classical Water Waves What distinguishes the water wave problems from others in hydrodynamics is that the

That period-multiplying (sub-harmonic) bifurcation occursnear the turning points on the primary branch wasobserved numerically by Chen & Saffman (1980)

Brooke knew their result and would I think have loved thissubtle proof

but alas once again the mathematicians had discoveredan a priori proof a postiori

I think I had better stop hereThank You