1 Introduction
The horizontal motion of particles of an ideal fluid on a free surface obeys a set of nonlinear ordinary differential equations, which only depend on the surface and its space–time gradient and curvature. John (Reference John1953) derived the equations of motion for such particles on the zero-stress surface of two-dimensional (2-D) gravity waves and Sclavounos (Reference Sclavounos2005) generalized them to 3-D waves. In particular, given a Cartesian reference system
$(x,y,z)$
, where
$z$
is along the vertical direction, he exploited the property that the zero-stress free surface
$z={\it\zeta}(x,y,t)$
is an iso-pressure surface, and thus the hydrodynamic pressure gradient
$\boldsymbol{{\rm\nabla}}p$
is collinear with the outward normal
$\boldsymbol{n}\sim \boldsymbol{{\rm\nabla}}(z-{\it\zeta})$
to the surface, where
$\boldsymbol{{\rm\nabla}}=(\partial _{x},\partial _{y},\partial _{z})$
. This implies that on the free surface
From Euler’s equations, the acceleration of a fluid particle in a 3-D incompressible flow satisfies
where
$\boldsymbol{r}=(x(t),y(t),z(t))$
is the instantaneous vector position of the fluid particle,
${\it\rho}$
is the fluid density and
$\boldsymbol{f}=(0,0,-g)$
is the force due to gravitational acceleration
$g$
. Then, equation (1.1) can be written as
where
$(\boldsymbol{i},\boldsymbol{j},\boldsymbol{k})$
are unit vectors along the
$x,y$
and
$z$
directions, respectively. The
$z$
component of the cross-product (1.3) is redundant as it is a linear combination of the
$x$
and
$y$
components. These yield the coupled equations
$$\begin{eqnarray}\left.\begin{array}{@{}c@{}}\partial _{y}{\it\zeta}\left({\displaystyle \frac{\text{d}^{2}z}{\text{d}t^{2}}}+g\right)+{\displaystyle \frac{\text{d}^{2}y}{\text{d}t^{2}}}=0,\\ \partial _{x}{\it\zeta}\left({\displaystyle \frac{\text{d}^{2}z}{\text{d}t^{2}}}+g\right)+{\displaystyle \frac{\text{d}^{2}x}{\text{d}t^{2}}}=0.\end{array}\right\}\end{eqnarray}$$
Since the fluid particle is constrained on the free surface
${\it\zeta}$
, its vertical velocity
${\dot{z}}=\text{d}z/\text{d}t$
and acceleration
$\ddot{z}=\text{d}^{2}z/\text{d}t^{2}$
depend on the horizontal motion
$\boldsymbol{x}=(x(t),y(t))$
. In particular,
$\ddot{z}$
follows from differentiating
$z(t)={\it\zeta}(x(t),y(t),t)$
with respect to time. Substituting the resulting
$\ddot{z}$
in (1.4) yields the John–Sclavounos (JS) equations (see equations (2.17)–(2.18) in Sclavounos (Reference Sclavounos2005))
for the evolution of the horizontal fluid particle trajectories driven by the free-surface elevation and its Eulerian temporal and spatial derivatives. Here and in the following, the subscripted commas denote partial derivatives, i.e.
${\it\zeta}_{,x}=\partial {\it\zeta}/\partial x$
. We point out that, as opposed to the Euler’s equation, the JS equations are a set of ordinary differential equations (ODEs) describing the kinematics of a single fluid particle; as such, they generate a finite-dimensional dynamical system.
To the best of authors’ knowledge, the properties and the structure of the JS equations have not been investigated in detail. In this work, we derive and study these equations using first principles in order to gain mathematical and physical insights into the dynamics of ocean waves and the inception of wave breaking.
2 Main findings
We demonstrate that the JS equations are more general than initially thought, as they can be derived from first principles using Lagrangian and Hamiltonian formalisms. The derivation of John (Reference John1953) assumes that the free surface
${\it\zeta}$
is generated by an inviscid and irrotational fluid. The derivation of Sclavounos (Reference Sclavounos2005), however, does not assume irrotationality. As we show in § 3, the same equations can be derived from an action principle describing the constrained motion of a frictionless particle on an unsteady surface and subject to gravity. In other words, the free surface can be any moving membrane and does not necessarily need to be formed by a fluid.
Using the Legendre transformation, we also derive the Hamiltonian structure of the JS equations. This Hamiltonian structure is also confirmed using Dirac theory as shown in § 3.2. The unsteady surface is arbitrary and can originate from many physical processes. In this regard, if we are interested in the fluid particle kinematics on the free surface of gravity water waves, then one needs to know the irrotational flow field that generates a zero-stress free surface separating water from air. Indeed, only if the initial particle velocity is set as that induced by the irrotational flow do the JS equations describe the kinematics of fluid particles.
Our main result is presented in § 4, which required a mathematical description of vorticity created on unsteady free surfaces presented in § 4.1. In particular, we find that vorticity created at a zero-stress free surface vanishes at a wave crest when the horizontal particle velocity equals the propagation speed of the crest. This is the kinematic criterion for wave breaking presented in § 4.2 (Perlin, Choi & Tian Reference Perlin, Choi and Tian2013; Shemer & Liberzon Reference Shemer and Liberzon2014; Shemer & Ee Reference Shemer and Ee2015). Drawing on Cartan (Reference Cartan1922, Ch. II, p. 20), further insights into the particle kinematics are gained by exploiting the relation between the symplectic structure of the JS equations and the physical vorticity as explored by Bridges, Hydon & Reich (Reference Bridges, Hydon and Reich2005) for the shallow water equations. In particular, in § 4.3 our analysis of the Hamiltonian structure of the JS equations reveals that the associated symplectic one-form is the physical fluid circulation and certain terms of the associated two-form relate to the vorticity created on the zero-stress free surface. If the kinematic criterion for wave breaking holds for the largest crest, then the symplectic two-form instantaneously reduces to that associated with the motion of a particle in free flight, as if the free surface and vorticity did not exist.
In this regard, recent studies indicate that the inception of breaking of the largest crest of unsteady wave groups initiates when the particle velocity
$u_{x}$
exceeds approximately 0.84 times the crest velocity
$V_{c}$
(Barthelemy et al.
Reference Barthelemy, Banner, Peirson, Fedele, Allis and Dias2015b
; Saket et al.
Reference Saket, Peirson, Banner, Barthelemy and Allis2015). In particular, none of the non-breaking or recurrent groups reach the threshold
$B_{x}=u_{x}/V_{c}=0.84$
, while all marginal breaking cases exceed the threshold (Barthelemy et al.
Reference Barthelemy, Banner, Peirson, Fedele, Allis and Dias2015b
; Saket et al.
Reference Saket, Peirson, Banner, Barthelemy and Allis2015) and eventually the particle speed
$u_{x}$
overcomes the wave crest speed
$V_{c}$
(see figure 3 in Barthelemy et al. (Reference Barthelemy, Banner, Peirson, Fedele, Allis and Dias2015b
) and Shemer & Liberzon (Reference Shemer and Liberzon2014)). This observation motivates a close examination of the space–time transport of wave energy near a large unsteady crest and possible local superharmonic instabilities that are triggered as the threshold
$B_{x}$
is exceeded leading to breaking, as those found for steep steady waves (Longuet-Higgins Reference Longuet-Higgins1978; Bridges Reference Bridges2004).
Our results in § 5 suggest that as a wave crest grows and approaches breaking, the local kinetic energy
$K_{e}$
on the free surface increases much faster than the potential energy
${\it\rho}g{\it\zeta}$
and the normal kinetic energy flux velocity
$C_{K_{e}}$
tends to reduce approaching the normal fluid velocity speed
$U_{n}$
. Equivalently, the Lagrangian kinetic energy flux speed
$C_{K_{e}}-U_{n}$
seen by a fluid particle is practically null. Consequently, there is a strong attenuation of accumulation of potential energy on the surface. Thus, at these special instants of time, fluid particles on the surface behave like particles in free flight as if the free surface did not exist, in agreement with the analysis of the symplectic structure of the particle kinematics. Further studies on the coupling of the kinematics of surface fluid particles with the evolution of the wave field are desirable using Zakharov’s (1968) Hamiltonian formalism (Krasitskii Reference Krasitskii1994; Zakharov Reference Zakharov1999).
Finally, the Hamiltonian formulation of the JS equations also helps gain significant insight into the possibility of singular behaviour of particle trajectories and trapping regions, as conjectured by Bridges (see contributed appendix in Sclavounos (Reference Sclavounos2005)). For instance, in § 6 we exploit the conservation and special form of the Hamiltonian function for steady surfaces and travelling waves and prove that particle velocities stay bounded at all times, ruling out the possibility of the finite-time blowup of solutions. The same argument does not rule out the possible occurrences of finite-time blowups on unsteady surfaces. We also identify regions where particles are trapped and so remain at all times if their initial velocity is bounded by a prescribed value (see § 7).
3 Hamiltonian properties of the JS equations
In the following, we first derive the JS equations from first principles using a Lagrangian formalism applied to the motion of a single frictionless particle constrained on an unsteady surface and subject to gravity (§ 3.1). In § 3.2 we demonstrate that the associated Hamiltonian structure follows from the Legendre transformation and it is also confirmed using Dirac theory of constrained Hamiltonian systems. Finally, in § 3.3 the symplectic one- and two-forms are derived. Note that JS equations describe the kinematics of a single inviscid particle; as a result, the associated phase-space dynamics is finite-dimensional. Further insights into the particle kinematics on a zero-stress free surface are to be gained from the analysis of the symplectic structure of the JS equations and associated differential forms, as discussed in later sections.
3.1 Lagrangian formalism
The Lagrangian for a free particle subject to gravity in
$\mathbb{R}^{3}$
is given by
where the kinetic and potential energies
and
$\boldsymbol{r}=(x(t),y(t),z(t))$
is the instantaneous vector particle position. Minimizing the action
$\mathscr{A}=\int \mathscr{L}\,\text{d}t$
over all possible paths yields the Euler–Lagrange equations
or equivalently,
$\ddot{\boldsymbol{r}}=\boldsymbol{f}$
, where
$\boldsymbol{f}=(0,0,-g)$
.
We now assume that the particle is constrained to move on an unsteady surface
$z={\it\zeta}(x,y,t)$
. Thus, the horizontal particle motion is coupled with that of the evolving surface. The associated dynamical equations follow from the constrained Lagrangian
where we have introduced the Lagrange multiplier
${\it\lambda}$
to impose that the particle always stays on the surface
$z={\it\zeta}$
. Minimizing the action with respect to
$x,y,z$
and
${\it\lambda}$
yields the set of Euler–Lagrange equations
Here, the last equation imposes the constraint
$z={\it\zeta}$
, which can be differentiated twice with respect to time to yield the vertical particle velocity
and acceleration
as a function of the horizontal variables
$(x,y,{\dot{x}},{\dot{y}})$
. Then, from (3.5)–(3.6), the horizontal trajectories satisfy the coupled ODEs
The multiplier
${\it\lambda}$
satisfies the implicit equation
which follows from (3.7). In particular, from (3.10), (3.11) the explicit expression for the multiplier follows as
Furthermore, equations (3.11) can be written as
which, after substituting (3.10), are identical to the JS equations given in (1.5) (see Introduction).
The JS equations can also be obtained by minimizing the action associated with the reduced Lagrangian
which follows from the augmented Lagrangian in (3.4) setting
$z={\it\zeta}$
and
${\dot{z}}$
equal to (3.9). In matrix form
where
$\boldsymbol{x}=(x(t),y(t))$
is the horizontal vector of position and
We note that
$\unicode[STIX]{x1D63D}$
is symmetric and positive definite with real eigenvalues
and the corresponding orthogonal eigenvectors
These will be useful later in the analysis of the finite-time blowup of the JS equations (cf. § 6).
The generalized momentum
$\boldsymbol{p}=(p_{x},p_{y})$
is a function of the horizontal particle velocity
$\dot{\boldsymbol{x}}$
as
where
and
Then
$(\boldsymbol{p},\boldsymbol{x})$
are canonically conjugate variables and the Hamiltonian follows from the Legendre transform of
$\widetilde{\mathscr{L}}$
as (Morrison Reference Morrison1998)
From (3.20) the horizontal particle velocity
$\dot{\boldsymbol{x}}$
can be written as a function of the canonical momentum
$\boldsymbol{p}$
, and the Hamiltonian can be recast as
Note that for unsteady surfaces,
$\mathscr{H}_{c}$
is not conserved as particles behave as an open system exchanging energy with the moving surface.
The Lagrangian formalism developed above highlights a fundamental property of the JS equations. On the one hand, these are originally derived from the dynamical condition that the zero-stress free surface
$z={\it\zeta}$
is an iso-pressure surface (Sclavounos Reference Sclavounos2005). On the other hand, we have derived the same equations from an action principle for the constrained motion of a frictionless particle subject to gravity on an unsteady surface. The unsteady surface is arbitrary and can be generated by many physical processes. If the interest is in the kinematics of fluid particles on the free surface of gravity water waves, one must know the irrotational velocity field beneath the waves. Indeed, only if the initial particle velocity is set as that induced by the irrotational flow do the JS equations describe the kinematics of fluid particles.
A rigorous proof of the previous statement is beyond the scope of this paper. We only point out that the horizontal velocity
$\dot{\boldsymbol{x}}$
of a fluid particle on an irrotational water surface satisfies
where the horizontal Eulerian velocity
$\boldsymbol{U}_{h}=\boldsymbol{{\rm\nabla}}{\it\phi}=({\it\phi}_{,x},{\it\phi}_{,y})$
is given in terms of the velocity potential
${\it\phi}(x,y,z,t)$
. Thus, we expect that the JS equations (1.5) can also be derived using (3.25) and the Stokes equations (see § 4.2, and in particular equations (5.1a,b
), (5.2a,b
)). For instance, the JS equations for the case of steady irrotational flows are derived in appendix A.
3.2 Hamiltonian formalism via Dirac theory
The Lagrangian formalism developed in the previous section yields the Hamiltonian structure of the JS equations (1.5) in terms of the canonical variables
$(\boldsymbol{p},\boldsymbol{x})$
. A non-canonical structure in terms of the original physical variables (position
$\boldsymbol{x}$
and velocity
$\boldsymbol{u}$
) can be derived within the framework of Dirac’s (Reference Dirac1950) theory of constrained Hamiltonian systems (see also Dirac Reference Dirac1958). The transformation (3.20) between the non-canonical and canonical variables follows from Darboux’s theorem for finite-dimensional Hamiltonian systems (see, e.g. Morrison Reference Morrison1998).
3.2.1 Dirac theory: an introduction
An alternative way to constrain a Hamiltonian system is to work directly within the Hamiltonian structure and consider Lagrange multipliers associated with the constraints on the Hamiltonian
where
${\it\lambda}_{{\it\alpha}}$
are the Lagrange multipliers,
${\it\Phi}_{{\it\alpha}}$
are the constraints and with an implicit summation over
${\it\alpha}$
which labels the constraints. In the case under consideration, there are two constraints: the first one is to impose that the particle is on the surface at a given time (i.e.
$z={\it\zeta}$
) and the second one is to impose that the velocity of the particle coincides with the velocity of the surface at the given position and the given time (i.e.
$u_{z}={\dot{z}}$
equals
$\text{d}{\it\zeta}/\text{d}t$
). The advantage of working within the Hamiltonian framework is to obtain the expression of the constrained system within the same set of dynamical variables. For instance, in the case where we consider the dynamical variables are the positions and the velocities of the particles, imposing the constraints within the Hamiltonian framework allows one to obtain the constrained dynamics also in terms of positions and velocities. In a very similar way as the Lagrangian framework, the Lagrange multipliers are obtained by imposing that the constraints are conserved quantities in the dynamics given by
$H_{\ast }$
, i.e.
$\text{d}{\it\Phi}_{{\it\alpha}}/\text{d}t=0$
.
Consider a parent (unconstrained) Hamiltonian system defined by the Poisson bracket
and Hamiltonian
$\mathscr{H}(\boldsymbol{z})$
with dynamical variables
$\boldsymbol{z}=(z_{1},\ldots ,z_{N})$
, where
$\mathbb{J}(\boldsymbol{z})$
is the
$N\times N$
Poisson matrix and
$\boldsymbol{{\rm\nabla}}=(\partial _{z_{1}},\ldots ,\partial _{z_{N}})$
. We recall that the Poisson bracket is an antisymmetric bilinear operator
which satisfies the Leibniz rule
and the Jacobi identity
for all observables
$F_{1}(\boldsymbol{z})$
,
$F_{2}(\boldsymbol{z})$
and
$F_{3}(\boldsymbol{z})$
scalar functions of the dynamical variables.
For the particle kinematics on a free surface, the dynamical variables are
$\boldsymbol{z}=(x,y,z,u_{x},u_{y},u_{z})$
and the Poisson matrix is the canonical one:
leading to the well-known Hamilton’s equation from the equations of motion of any observable
$F$
given by
$\text{d}F/\text{d}t=\{F,H\}$
for the unconstrained dynamics generated by
$H$
or by
$\text{d}F/\text{d}t=\{F,H_{\ast }\}$
for the constrained dynamics generated by
$H_{\ast }$
.
The Lagrange multipliers are obtained from
$\{{\it\Phi}_{{\it\alpha}},H_{\ast }\}=0$
and are defined by the set of equations
using the bilinearity of the Poisson bracket in (3.28) and the associated Leibniz rule in (3.29). This equation is valid on the surface defined by the constraints
${\it\Phi}_{{\it\alpha}}=0$
. In order to solve for the Lagrange multipliers, we define the matrix
$\mathbb{C}$
with elements
$C_{{\it\alpha}{\it\beta}}=\{{\it\Phi}_{{\it\alpha}},{\it\Phi}_{{\it\beta}}\}$
. If this matrix is invertible, we denote
$\mathbb{D}$
with elements
$D_{{\it\alpha}{\it\beta}}$
its inverse, and the Lagrange multipliers are given by
${\it\lambda}_{{\it\beta}}=-D_{{\it\beta}{\it\gamma}}\{{\it\Phi}_{{\it\gamma}},H\}$
. Therefore the equations of motion
$\text{d}F/\text{d}t=\{F,H_{\ast }\}$
in the constrained system become
using again the bilinearity and the Leibniz rule of the Poisson bracket
$\{\cdot ,\cdot \}$
(see (3.28) and (3.29)). In the same way as above, these equations of motion are valid on the surface defined by the constraints
${\it\Phi}_{{\it\alpha}}=0$
.
Following Dirac (Reference Dirac1950, Reference Dirac1958), equation (3.33) suggests the definition of a new bracket for the constrained system as
such that the equations of motion for the constrained system are given by
$\text{d}F/\text{d}t=\{F,H\}_{\ast }$
, i.e. with the original Hamiltonian
$H$
but a different bracket. The highly non-trivial feature is that this bracket is a Poisson bracket, i.e. it satisfies the Jacobi identity, as was proved by Dirac. As a consequence, the constrained system defined by the Hamiltonian
$H$
and the bracket
$\{\cdot ,\cdot \}_{\ast }$
is a Hamiltonian system.
3.2.2 Non-canonical Hamiltonian of the JS equations
The two constraints we consider are explicitly written as
The matrix
$\mathbb{C}$
is invertible since
The Dirac bracket (3.34) specializes to
where
$\boldsymbol{{\rm\nabla}}=\partial /\partial \boldsymbol{z}$
and
$\boldsymbol{z}=(x,y,t,u_{x},u_{y},E)$
. The Poisson matrix is given by
with
$$\begin{eqnarray}\overline{\unicode[STIX]{x1D63D}}=\left(\begin{array}{@{}ccc@{}}1+{\it\zeta}_{,x}^{2} & {\it\zeta}_{,x}{\it\zeta}_{,y} & {\it\zeta}_{,x}{\it\zeta}_{,t}\\ {\it\zeta}_{,x}{\it\zeta}_{,y} & 1+{\it\zeta}_{,y}^{2} & {\it\zeta}_{,y}{\it\zeta}_{,t}\\ 0 & 0 & 1\end{array}\right),\end{eqnarray}$$
and
$$\begin{eqnarray}\overline{{\mathcal{B}}}=\left(\begin{array}{@{}ccc@{}}0 & -b_{3} & b_{2}\\ b_{3} & 0 & -b_{1}\\ -b_{2} & b_{1} & 0\end{array}\right).\end{eqnarray}$$
The vector
$\boldsymbol{b}_{m}=(b_{1},b_{2},b_{3})$
is given by
Here
$\overline{\boldsymbol{{\rm\nabla}}}$
designates the gradient in space–time variables
$(x,y,t)$
whereas
$\boldsymbol{{\rm\nabla}}$
is the gradient in space variables
$(x,y)$
and
$\overline{u}=(u_{x},u_{y},1)$
. The matrix
$\overline{\unicode[STIX]{x1D63D}}$
is always invertible and its eigenvalues are
$1+{\it\zeta}_{,x}^{2}+{\it\zeta}_{,y}^{2}$
and
$1$
(of multiplicity two). The dynamical variable
$E$
is canonically conjugate to time and corresponds to an energy variable, the amount of energy brought in by the time dependence of the surface. More details on the computation of the Dirac bracket are given in appendix B.
The Hamiltonian formulation of the reduced bracket in the physical variables
$(x,y,t,u_{x},u_{y},E)$
is non-canonical. The constrained Hamiltonian
$\overline{\mathscr{H}}_{c}$
is obtained from the free-particle Hamiltonian, replacing
$z$
by
${\it\zeta}$
and
$u_{z}$
by
$u_{x}{\it\zeta}_{,x}+u_{y}{\it\zeta}_{,y}+{\it\zeta}_{,t}$
(see appendix B)
Then, the equations of motion are given by
where
$\overline{F}$
is any function of the dynamical variables. It follows that, as expected,
i.e.
$t={\it\tau}$
with a proper choice of the initial time. Then, the JS equations (1.5) are given by
${\dot{x}}=u_{x}$
and
${\dot{y}}=u_{y}$
and
Furthermore, we obtain an equation for the evolution of the energy
$E$
as
For a time-independent surface, the Poisson bracket can be further simplified, since the variables
$(t,E)$
can be dropped. In this case, the Poisson matrix reduces to a
$4\times 4$
matrix
where
$\unicode[STIX]{x1D63D}$
is given by (3.17a
) and
3.2.3 Canonical Hamiltonian via Darboux theorem
Following Darboux’s theorem for finite-dimensional Hamiltonian systems (see, e.g. Morrison (Reference Morrison1998)), it is possible to transform the Poisson bracket defined by the Poisson matrix (3.38) into a canonical form. In principle the canonical and non-canonical coordinates are equivalent. In practice, however, utilizing one is favoured over the other. For instance, working with physical variables has the advantage of lending itself to a better intuition. Working with a canonical bracket, on the other hand, has its own advantages, e.g. allowing the use of symplectic algorithms developed for finite-dimensional canonical Hamiltonian systems.
Here we apply Darboux’s algorithm by modifying the momenta
$u_{x}$
,
$u_{y}$
and
$E$
. In order to find the new momenta
$p_{x}$
,
$p_{y}$
and
$\tilde{E}$
which are canonically conjugate to
$x$
,
$y$
and
$t$
respectively, one has to solve first-order linear partial differential equations of the kind
$\{x,p_{x}\}=1$
, e.g. using the method of characteristics. We restrict the search of these new variables to
$p_{x}=p_{x}(x,y,t,u_{x},u_{y})$
,
$p_{y}=p_{y}(x,y,t,u_{x},u_{y})$
and
$\tilde{E}=E+{\it\varepsilon}(x,y,t,u_{x},u_{y})$
. After some algebra, the change of variables reads
$$\begin{eqnarray}\displaystyle \left.\begin{array}{@{}c@{}}p_{x}=(1+{\it\zeta}_{,x}^{2})u_{x}+{\it\zeta}_{,x}{\it\zeta}_{,y}u_{y}+{\it\zeta}_{,x}{\it\zeta}_{,t},\\ p_{y}={\it\zeta}_{,x}{\it\zeta}_{,y}u_{x}+(1+{\it\zeta}_{,y}^{2})u_{y}+{\it\zeta}_{,y}{\it\zeta}_{,t},\\ \tilde{E}=E+{\it\zeta}_{,t}(u_{x}{\it\zeta}_{,x}+u_{y}{\it\zeta}_{,y}+{\it\zeta}_{,t}).\end{array}\right\} & & \displaystyle\end{eqnarray}$$
The first two equations yield the generalized momentum
$\boldsymbol{p}=(p_{x},p_{y})$
as a function of the horizontal particle velocity
$\boldsymbol{u}_{h}=\left(u_{x},u_{y}\right)$
as in (3.20), i.e.
$\boldsymbol{p}=\unicode[STIX]{x1D63D}\boldsymbol{u}_{h}+{\bf\alpha}$
, where
${\bf\alpha}$
and
$\unicode[STIX]{x1D63D}$
are given by (3.17a,b
). The Hamiltonian (3.42) in terms of the canonically conjugate variables
$(\boldsymbol{x},t)$
and
$(\boldsymbol{p},\tilde{E})$
becomes
This coincides with the Hamiltonian in (3.23) derived from the Lagrangian formalism, except for the extra variable
$\tilde{E}$
, the canonical conjugate of the time
$t$
. The former is needed to make the system autonomous, as
$\tilde{E}$
is the energy that the particle exchanges with the moving surface.
Concerning the one-dimensional case, e.g. when
${\it\zeta}_{,y}=0$
, the Hamiltonian simplifies to
Since the potential does not depend on
$y$
, the momentum
$p_{y}$
is constant, so the motion in the
$y$
-direction is trivial. In the non-trivial direction, the reduced one-dimensional Hamiltonian becomes
where we have removed
$\tilde{E}$
to consider the non-autonomous Hamiltonian (which is now not conserved).
In the time-independent case (
${\it\zeta}_{,t}=0$
), the additional variables
$(t,E)$
can be eliminated since the set of observables
$F(x,y,p_{x},p_{y})$
constitutes a Poisson sub-algebra. The resulting Hamiltonian then reads
and
$\boldsymbol{p}=\unicode[STIX]{x1D63D}\boldsymbol{u}_{h}$
. This Hamiltonian resembles the one of the free particle, except that the metric for the kinetic energy is defined by
$\unicode[STIX]{x1D63D}^{-1}$
.
Another case of interest is the travelling wave
${\it\zeta}(x,y,t)=\overline{{\it\zeta}}(x-ct,y)$
. Changing the dynamics to the moving frame with velocity
$c$
is a time-dependent change of coordinates, so it has to be performed in the autonomous framework. We perform a canonical transformation defined by
$\overline{x}=x-ct$
and
$\overline{E}=E+cp_{x}$
, the other variables remain unchanged. Being canonical, this change of variables does not modify the expression of the bracket. The reduced (time-independent) Hamiltonian becomes
with
${\bf\alpha}=-c\overline{{\it\zeta}}_{x}(\overline{{\it\zeta}}_{x},\overline{{\it\zeta}}_{y})$
, and the canonically conjugate variables are
$(\overline{x},p_{x})$
and
$(y,p_{y})$
. Here, the matrix
$\unicode[STIX]{x1D63D}$
is given by (3.17a,b
) where
${\it\zeta}$
is replaced by
$\overline{{\it\zeta}}$
.
Hamiltonian (3.54) can be written in the form
with
$\boldsymbol{e}_{1}=(1,0)^{\text{T}}$
. Next, we express the Hamiltonian in terms of the particle velocity in the comoving frame,
$\overline{\boldsymbol{u}}_{h}=(\dot{\overline{x}},{\dot{y}})$
. From the fact that
$\dot{\overline{x}}=\partial \mathscr{H}_{c}/\partial p_{x}$
and
${\dot{y}}=\partial \mathscr{H}_{c}/\partial p_{y}$
, we have
Substitution in (3.55) yields,
This form of the Hamiltonian will prove helpful in our analysis of the finite-time blowup of the JS equations.
Remark. Physical interpretation of the vector
$\boldsymbol{b}_{m}$
in (3.41). The Poisson structure of particle motion on an unsteady surface bears some similarities with the motion of a charged particle in an electromagnetic field. In terms of the physical variables (position
$\boldsymbol{x}$
and velocity
$\boldsymbol{u}$
), the Poisson bracket of a charge particle in a magnetic field is non-canonical with a part of the form
$\boldsymbol{b}_{m}\boldsymbol{\cdot }(\partial _{\boldsymbol{u}}F\times \partial _{\boldsymbol{u}}G)$
, called the gyrobracket (responsible for the gyration motion of the particle around magnetic field lines) where
$\boldsymbol{b}_{m}$
is the magnetic field. In canonical coordinates, the velocity
$\boldsymbol{u}$
has to be shifted by the vector potential
$\boldsymbol{A}_{m}$
, which satisfies
$\boldsymbol{b}_{m}=\overline{\boldsymbol{{\rm\nabla}}}\times \boldsymbol{A}_{m}$
(see Littlejohn (Reference Littlejohn1979) for more details).
Our vector
$\boldsymbol{b}_{m}$
in (3.41) can be interpreted as a magnetic field in the extended phase space and the associated vector potential follows from
with
Notice that in general
$\boldsymbol{b}_{m}$
is not divergence free because of the factor
$(1+|\boldsymbol{{\rm\nabla}}{\it\zeta}|^{2})$
. Furthermore, in (3.38), the term
${\mathcal{B}}$
generates a term
$\boldsymbol{b}_{m}\boldsymbol{\cdot }\partial _{\boldsymbol{u}}F\times \partial _{\boldsymbol{u}}G$
in the Poisson bracket, since we notice that
$\overline{{\mathcal{B}}}$
can be written as
$\overline{{\mathcal{B}}}=\boldsymbol{b}_{m}\times$
, i.e. it maps a vector
$\boldsymbol{v}$
into
$\boldsymbol{b}_{m}\times \boldsymbol{v}$
. Whereas when the Poisson bracket is canonical, the momenta have to be shifted by the ‘vector potential’
${\bf\alpha}$
(see (3.20)).
3.3 Symplectic structure
The symplectic one-form
is given in terms of the canonically conjugate variables
$(\boldsymbol{x},t,\boldsymbol{p},\tilde{E})$
. The associated two-form
${\it\omega}^{2}=\text{d}{\it\omega}^{1}$
, which provides the symplectic structure of the dynamics, follows by exterior differentiation of (3.60) as
To gain physical insights into the inviscid kinematics of fluid particles near large crests, it is convenient to write the above symplectic forms in terms of the non-canonical variables
$\overline{\boldsymbol{z}}=(x,y,u_{x},u_{y},t,E)$
. Using the transformations (3.49), equation (3.60) yields
and (3.61) becomes
$$\begin{eqnarray}\displaystyle {\it\omega}^{2} & = & \displaystyle -(1+|\boldsymbol{{\rm\nabla}}{\it\zeta}|^{2})b_{3}\,\text{d}x\wedge \text{d}y+(1+|\boldsymbol{{\rm\nabla}}{\it\zeta}|^{2})b_{2}\,\text{d}x\wedge \text{d}t-(1+|\boldsymbol{{\rm\nabla}}{\it\zeta}|^{2})b_{1}\,\text{d}y\wedge \text{d}t\nonumber\\ \displaystyle & & \displaystyle +\,(1+{\it\zeta}_{,x}^{2})\,\text{d}u_{x}\wedge \text{d}y+{\it\zeta}_{,x}{\it\zeta}_{,y}\,\text{d}u_{y}\wedge \text{d}x+{\it\zeta}_{,x}{\it\zeta}_{,y}\,\text{d}u_{x}\wedge \text{d}y+(1+{\it\zeta}_{,y}^{2})\,\text{d}u_{y}\wedge \text{d}y\nonumber\\ \displaystyle & & \displaystyle +\,{\it\zeta}_{,x}{\it\zeta}_{,t}\,\text{d}u_{x}\wedge \text{d}t+{\it\zeta}_{,y}{\it\zeta}_{,t}\,\text{d}u_{y}\wedge \text{d}t+\text{d}E\wedge \text{d}t.\end{eqnarray}$$
Note that the two-form can also be obtained from the Lagrange matrix as
where
$\overline{L}_{\ast }^{{\it\alpha}{\it\beta}}$
is the inverse of the Dirac–Poisson matrix (3.38), that is
4 Physical interpretation of the symplectic structure
In this section, we study in detail the symplectic structure of the JS equations obtained above. In particular, we provide a physical interpretation of the one- and two-forms (3.62) and (3.63) in terms of circulation and vorticity created on the zero-stress free surface (Cartan (Reference Cartan1922, Ch. II, p. 20), see also Bridges et al. (Reference Bridges, Hydon and Reich2005)).
First, in § 4.1 we present the mathematical description of vorticity generated on a zero-stress free surface. In particular, we draw on Longuet-Higgins (Reference Longuet-Higgins1998) and extend his formulation for steady surfaces to the unsteady case. The associated velocity circulation is also derived. Then in § 4.2 we show that the classical kinematic criterion for wave breaking (Perlin et al. Reference Perlin, Choi and Tian2013) follows from the condition of vanishing vorticity at a wave crest.
Finally, in § 4.3 our analysis reveals that the symplectic one-form of the JS equations obtained in § 3.3 is the physical fluid circulation and certain terms of the associated two-form relate to the vorticity created on the zero-stress free surface. Furthermore, if the kinematic criterion for wave breaking holds for the largest crest, then the two-form instantaneously reduces to that associated with the motion of a particle in free flight, as if the free surface and vorticity did not exist.
4.1 Vorticity generated at a zero-stress free surface
In general, vorticity is generated at free surfaces whenever there is flow past regions of surface curvature (Wu Reference Wu1995; Lundgren & Koumoutsakos Reference Lundgren and Koumoutsakos1999). This non-zero vorticity resides in a vortex sheet along the free surface even when the flow field beneath the free surface is irrotational (Longuet-Higgins Reference Longuet-Higgins1998). The condition of zero shear stress determines the strength of the vorticity at the surface. In the global frame
$(x,y,z)$
, a point
$\boldsymbol{r}_{{\it\Sigma}}$
of the free surface
${\it\Sigma}$
can be parametrized as
$$\begin{eqnarray}\boldsymbol{r}_{{\it\Sigma}}(x,y,t)=\left(\begin{array}{@{}c@{}}x\\ y\\ {\it\zeta}(x,y,t)\end{array}\right),\end{eqnarray}$$
where
$x$
and
$y$
are the parameters. Here we consider single valued surfaces so that
$z={\it\zeta}(x,y,t)$
is well defined at any point
$(x,y)$
and time
$t$
. The local frame
$(\boldsymbol{s},\boldsymbol{b},\boldsymbol{n})$
on the surface is given by
where
$\boldsymbol{s}$
and
$\boldsymbol{b}$
are unit vectors tangent to the surface and
$\boldsymbol{n}$
is the unit vector of the outward normal (see figure 1). More explicitly,
$$\begin{eqnarray}\boldsymbol{s}=\frac{1}{\sqrt{h_{1}}}\left(\begin{array}{@{}c@{}}1\\ 0\\ {\it\zeta}_{,x}\end{array}\right),\quad \boldsymbol{b}=\frac{1}{\sqrt{h_{2}}}\left(\begin{array}{@{}c@{}}0\\ 1\\ {\it\zeta}_{,y}\end{array}\right),\quad \boldsymbol{n}=\frac{1}{\sqrt{h}}\left(\begin{array}{@{}c@{}}-{\it\zeta}_{,x}\\ -{\it\zeta}_{,y}\\ 1\end{array}\right),\end{eqnarray}$$
where
and
Note that for a 2-D surface,
$\boldsymbol{s}$
and
$\boldsymbol{b}$
are in general not orthogonal as
vanishes only at crests, troughs and saddles. We also consider the intrinsic curvilinear coordinates
$s$
and
$b$
on the surface (see figure 1) defined as
and the infinitesimal arclengths
Reference coordinate system: in the global frame
$(x,y,z)$
,
$\boldsymbol{r}_{{\it\Sigma}}(x,y,t)$
is a point of the free surface
$z={\it\zeta}(x,y,t)$
and
$(\boldsymbol{s},\boldsymbol{b},\boldsymbol{n})$
is a local frame on the surface.
In the global frame, the components
$(u_{x},u_{y})$
of the horizontal particle velocity
$\boldsymbol{u}_{h}=(u_{x},u_{y})$
components are denoted by
The vertical particle velocity, dictated by the free-surface motion, is given by
The particle velocity vector written in the global coordinate frame,
must coincide with its expression in the local frame,
where
$u_{s}$
and
$u_{b}$
are the velocity components tangential to the surface, and satisfy
while
is the particle velocity component orthogonal to the surface.
Here,
$U_{s}$
and
$U_{b}$
are the projections of
$\boldsymbol{u}$
onto
$\boldsymbol{s}$
and
$\boldsymbol{b}$
respectively, namely
$$\begin{eqnarray}\displaystyle & \displaystyle U_{b}=\boldsymbol{u}\boldsymbol{\cdot }\boldsymbol{b}=\frac{u_{y}+\dot{{\it\zeta}}{\it\zeta}_{,y}}{\sqrt{h_{2}}}=\frac{(1+{\it\zeta}_{,y}^{2})u_{y}+{\it\zeta}_{,x}{\it\zeta}_{,y}u_{x}+{\it\zeta}_{,y}{\it\zeta}_{,t}}{\sqrt{1+{\it\zeta}_{,y}^{2}}}. & \displaystyle\end{eqnarray}$$
Note that the denominators in (4.13a,b ) never vanish as, from (4.6),
Clearly,
$U_{s}$
and
$U_{b}$
coincide with
$u_{s}$
and
$u_{b}$
on the surface when
$\boldsymbol{s}$
and
$\boldsymbol{b}$
are orthogonal, i.e.
${\it\alpha}=0$
. Note that
$u_{n}$
vanishes if the surface is steady or in the comoving frame of a travelling wave.
Drawing on Longuet-Higgins (Reference Longuet-Higgins1998), on the assumption of a zero-stress free surface any line of inviscid fluid particles parallel to a principal axis of strain must stretch and be in rotation with angular velocity
$1/2{\bf\omega}$
, where
${\bf\omega}$
is the vorticity vector. Since one axis of strain is always normal to the free surface, the unit normal
$\boldsymbol{n}$
rotates according to
We then decompose the vorticity as
into its tangential component
${\bf\omega}_{\Vert }$
and its normal component
${\it\omega}_{\bot }\boldsymbol{n}$
to the surface. Note that
gives the vorticity aligned along the surface. The normal vorticity
${\it\omega}_{\bot }\boldsymbol{n}$
cannot be generated by the surface motion, but it depends upon both the fluid flows above and below the surface. For example, for irrotational and inviscid water wave fields
${\bf\omega}_{\bot }=0$
as there is no discontinuity across the surface since the vorticity is divergence free. However, there is no restriction on the vorticity
${\bf\omega}_{\Vert }$
generated by the surface motion, which is indeed discontinuous as it is stored in a vortical sheet along the surface. From (4.18) and (4.20) the tangential component
${\bf\omega}_{\Vert }$
of vorticity generated on the free surface is given by Longuet-Higgins (Reference Longuet-Higgins1998)
From (4.3a–c ),
where
$$\begin{eqnarray}\boldsymbol{a}=-\left(\begin{array}{@{}c@{}}\partial _{x}\dot{{\it\zeta}}\\ \partial _{y}\dot{{\it\zeta}}\\ 0\end{array}\right),\end{eqnarray}$$
${\dot{h}}=2\boldsymbol{{\rm\nabla}}{\it\zeta}\boldsymbol{\cdot }\boldsymbol{{\rm\nabla}}\dot{{\it\zeta}}$
and
$\boldsymbol{{\rm\nabla}}=(\partial _{x},\partial _{y})$
is the 2-D space gradient. Thus, (4.21) yields
$$\begin{eqnarray}{\bf\omega}_{\Vert }=2\boldsymbol{n}\times \frac{\boldsymbol{a}}{\sqrt{h}}=\frac{2}{h}\left(\begin{array}{@{}c@{}}\partial _{y}\dot{{\it\zeta}}\\ -\partial _{x}\dot{{\it\zeta}}\\ {\it\zeta}_{,x}\partial _{y}\dot{{\it\zeta}}-{\it\zeta}_{,y}\partial _{x}\dot{{\it\zeta}}\end{array}\right).\end{eqnarray}$$
The
$z$
-component
${\it\omega}_{3}$
can be written in the compact form
where
$\dot{{\it\zeta}}$
follows from (4.10). This observation is useful to interpret certain terms of the symplectic two-form given in § 3.3: the
$b_{3}$
component of
$\boldsymbol{b}_{m}$
can be written as
where we have used the two-dimensional cross-product. Comparing (4.26) to (4.25), we observe that
$b_{3}={\it\omega}_{3}/2$
is half the vertical
$z$
component of the vorticity created on the free surface
$z={\it\zeta}(x,y,t)$
. Note that
$b_{3}$
vanishes when the kinematic criterion (4.46a,b
) for wave breaking holds. We will not dwell too much on the geometric meaning of the components
$b_{1}$
and
$b_{2}$
. We only point out that one can show that
$b_{1}$
(
$b_{2}$
) is the
$z$
-component of the space–time vorticity created on the space–time surface
$z={\it\zeta}(x,y,t)$
. Thus, if we imagine trajectories
$\overline{\boldsymbol{z}}({\it\tau})$
as those of ‘phase-space parcels’ transported by the Hamiltonian flow velocity
$\text{d}\overline{\boldsymbol{z}}/\text{d}{\it\tau}$
, then the vector
$\boldsymbol{b}_{m}$
can be interpreted as space–time vorticity generated by the Hamiltonian flow. These observations will be useful below to interpret the symplectic forms associated with the Hamiltonian equations.
In the local frame
where
The quantities
${\it\Omega}_{s}$
and
${\it\Omega}_{b}$
are the projections of
${\bf\omega}_{\Vert }$
onto
$\boldsymbol{s}$
and
$\boldsymbol{b}$
, respectively. That is
and
At the points on the surface where
$\boldsymbol{s}$
and
$\boldsymbol{b}$
are orthogonal (
${\it\alpha}=0$
),
${\it\Omega}_{s}$
and
${\it\Omega}_{b}$
coincide with
${\it\omega}_{s}$
and
${\it\omega}_{b}$
, respectively.
Vorticity created on the free surface
${\it\Sigma}$
implies that there is non-zero circulation of the velocity
$\boldsymbol{u}=(u_{x},u_{y},\dot{{\it\zeta}})$
along any closed path
${\it\gamma}({\it\mu},t)=(x({\it\mu},t),y({\it\mu},t),{\it\zeta}(x({\it\mu},t),y({\it\mu},t)))$
on
${\it\Sigma}$
, parametrized by
${\it\mu}$
, and it is conserved by Kelvin’s theorem (see, e.g. Eyink (Reference Eyink2007)). From (4.10) and
$\text{d}z={\it\zeta}_{,x}\,\text{d}x+{\it\zeta}_{,y}\,\text{d}y$
, the circulation around
${\it\gamma}$
can be expressed in terms of the projections
$U_{s}$
and
$U_{b}$
of the particle velocity
$\boldsymbol{u}$
as (see (4.15) and (4.16))
where we have used (4.8a,b
) and
$\widetilde{{\it\gamma}}(t)=(x({\it\mu},t),y({\it\mu},t))$
and
$\widetilde{\widetilde{{\it\gamma}}}(t)=(s({\it\mu},t),b({\it\mu},t))$
are the projected paths of
${\it\gamma}$
onto the
$x{-}y$
and
$s{-}b$
planes respectively.
Comparing (3.21), (3.22) with (4.15), (4.16), we note that the infinitesimal circulation in (4.32) can be written in terms of generalized momenta as
where the arclengths
$\text{d}s$
and
$\text{d}b$
relate to
$\text{d}x$
and
$\text{d}y$
via (4.8a,b
). Thus, the scaled generalized momenta
$(p_{x}/\sqrt{h_{1}},p_{y}/\sqrt{h_{2}})$
are equal to the particle velocity projections
$(U_{s},U_{b})$
.
4.2 Kinematic criterion for wave breaking
In this section, we will show that the classical kinematic criterion for wave breaking (Perlin et al. Reference Perlin, Choi and Tian2013) follows from the condition of vanishing vorticity at a wave crest.
First, consider the special case of unidirectional waves propagating along
$x$
and the associated 1-D surface
$z={\it\zeta}(x,t)$
. In this case,
$\boldsymbol{b}=\,\boldsymbol{j}$
is aligned along
$y$
and orthogonal to
$\boldsymbol{s}$
(see figure 1). Then, from (4.28a,b
) vorticity created on the surface is aligned along
$y$
and it is given by
This can be written as (Lundgren & Koumoutsakos Reference Lundgren and Koumoutsakos1999)
where
is the surface curvature. The tangential particle velocity
$u_{s}$
follows from (4.15) as
and the rate of change of the normal particle velocity
$u_{n}={\it\zeta}_{,t}/\sqrt{h_{1}}$
along the intrinsic curvilinear coordinates
$s$
on the surface is given by
where the infinitesimal arclength
$\text{d}s=\sqrt{h_{1}}\,\text{d}x$
(see (4.8a,b
)). For steady surfaces
$u_{n}=0$
and (4.35) reduces to Longuet-Higgins’ (1988) result
Thus, in a comoving frame where travelling waves are steady, at crests, vorticity is positive or counterclockwise (Longuet-Higgins Reference Longuet-Higgins1992). For unsteady surfaces the normal velocity
$u_{n}$
does not vanish as it balances the underneath horizontal water flow leading to convergence (growing crests) or divergence (decaying crests). In particular, at a crest of a wave
$\text{d}u_{n}/\text{d}s>0$
since the wave travels forward as a result of the downward (upward) mass flow before (after) the crest, the convergence/divergence of the flow induced by unsteady surfaces creates negative vorticity that can counterbalance that generated by the surface curvature. Indeed, from (4.34) vorticity vanishes at a crest, where
${\it\zeta}_{,x}=0$
, when
A physical interpretation of this condition is as follows. Consider the horizontal speed
$V_{c}={\dot{X}}_{c}$
of a crest located at
$X_{c}(t)$
at time
$t$
. Since at a crest
${\it\zeta}_{,x}=0$
, we have (Fedele Reference Fedele2014)
which implies
Thus, condition (4.40) of vanishing vorticity holds when
or equivalently when the horizontal particle velocity
$u_{x}$
equals the horizontal crest speed
$V_{c}$
.
A similar result holds in three dimensions. From (4.27) vorticity created on a 2-D surface vanishes when
or equivalently when the horizontal particle velocity
$\boldsymbol{u}_{h}=(u_{x},u_{y})$
equals the horizontal crest speed
$\boldsymbol{V}_{c}=({\dot{X}}_{c},{\dot{Y}}_{c})$
, where
$(X_{c}(t),Y_{c}(t))$
is the horizontal crest position. At a crest where
$\boldsymbol{{\rm\nabla}}{\it\zeta}=\mathbf{0}$
or equivalently
Clearly, (4.46a,b ) reduces to condition (4.44a,b ) of vanishing vorticity if
Equations (4.43) and (4.47) are the kinematic thresholds defined as potential breaking criteria for uni- and multidirectional water waves (see, for example Perlin et al. Reference Perlin, Choi and Tian2013). In particular, recent experimental results by Shemer & Liberzon (Reference Shemer and Liberzon2014) and Shemer & Ee (Reference Shemer and Ee2015) showed that as the largest crest of a focusing wave group grows in time the crest speed decreases, while water particles at the crest accelerate. Spilling breakers appear to occur when the horizontal particle velocity exceeds the crest speed, thus confirming the kinematic criterion for the inception of wave breaking (see also Duncan et al. Reference Duncan, Qiao, Philomin and Wenz1999; Qiao & Duncan Reference Qiao and Duncan2001; Shemer Reference Shemer2013).
4.3 Symplecticity and vorticity
To gain some intuition on the meaning of the differential one- and two-forms (3.62) and (3.63), we interpret the high-dimensional vector
$\overline{\boldsymbol{z}}=(z_{{\it\alpha}})$
as the trajectory of a ‘fluid parcel’ that is transported through the extended phase space by the Hamiltonian flow velocity
where
$z_{{\it\alpha}}$
is any of the non-canonical variables
$(x,y,u_{x},u_{y},t,E)$
and the associated velocity
follows from the non-canonical Dirac bracket (3.37) (see also (3.43)). Then, the symplectic one-form (3.62) associated with the Hamiltonian flow can be interpreted as the circulation of the velocity
$v_{H}$
along the infinitesimal path
$\text{d}\overline{\boldsymbol{z}}$
.
On the slice
$t=\text{const.}$
of the extended phase space, the non-canonical one-form (3.62) simplifies to
where we have used the identity in (3.20) and
$\boldsymbol{u}_{h}=(u_{x},u_{y})$
is the horizontal particle velocity. The one-form
${\it\omega}^{1}$
is invariant along closed material lines. This implies that if
${\it\gamma}(t)$
is a closed material line, the quantity
is constant, i.e. it does not vary in time. Clearly,
$\mathscr{C}(t)$
is the physical circulation induced by the particle motion given in (4.32), and is conserved by Kelvin’s theorem (see, e.g. Eyink (Reference Eyink2007)).
Furthermore, on
$t=\text{const.}$
slices, the non-canonical two-form (3.63) reduces to
Note that the coefficient
$b_{3}$
of
$\text{d}x\wedge \text{d}y$
is half the vertical component of the physical vorticity created on the slanted infinitesimal area
$\text{d}S=(1+|\boldsymbol{{\rm\nabla}}{\it\zeta}|^{2})\,\text{d}x\wedge \text{d}y$
of the free surface
$z={\it\zeta}(x,y,t)$
(see (4.26) and (4.25)).
In § 4.2 we have shown that vorticity vanishes at a surface crest, where
${\it\zeta}_{,x}={\it\zeta}_{,y}=0$
, when the horizontal particle velocity
$\boldsymbol{u}_{h}$
equals the propagation speed
$\boldsymbol{V}_{c}$
of the crest (see (4.46a,b
)), or equivalently when the kinematic criterion (4.44a,b
) for wave breaking holds. In this case the two-form (4.52) further simplifies to
and the associated Hamiltonian (3.42) reduces to
This implies that if the kinematic criterion (4.44a,b
) is attained at the largest crest, i.e. when
${\it\zeta}_{,t}=0$
, then the two-form (4.53) and the associated Hamiltonian
$\overline{\mathscr{H}}_{c}$
in (4.54) are those of a particle in free flight, as if the surface on which the motion is constrained is non-existent and, as a result, vorticity is not created. Clearly, in realistic oceanic waves, the large crest eventually breaks and the energy of fluid particles is dissipated to turbulence as a clear manifestation of time irreversibility. This appears analogous to a flight-crash event in fluid turbulence, where a particle flies with a large velocity before suddenly losing energy (Xu et al.
Reference Xu, Pumir, Falkovich, Bodenschatz, Shats, Xia, Francois and Boffetta2014). Clearly, the Hamiltonian particle kinematics associated with the Euler or Zakharov (Reference Zakharov1968) equations is time reversible (Chabchoub & Fink Reference Chabchoub and Fink2014) and it may reveal the inviscid mechanism of breaking inception before turbulent dissipative effects take place. To do so, the fluid particle kinematics on the free surface must be coupled with the dynamics of the irrotational wave field that generates the surface exploiting Zakharov’s (Reference Zakharov1968) Hamiltonian formalism.
5 Crest slowdown and wave breaking
In this section, we discuss the relevance of the kinematic criterion for wave breaking (Perlin et al. Reference Perlin, Choi and Tian2013; Shemer & Liberzon Reference Shemer and Liberzon2014; Shemer & Ee Reference Shemer and Ee2015). Recent studies point to the crest slowdown as what appears to be the underlying inviscid mechanism from which breaking onset initiates. In particular, the multifaceted study by Banner et al. (Reference Banner, Barthelemy, Fedele, Allis, Benetazzo, Dias and Peirson2014) on unsteady highly nonlinear wave packets highlights the existence of a generic oscillatory crest leaning mode that leads to a systematic crest speed slowdown of approximately 20 % lower than the linear phase speed at the dominant wavelength (see Fedele (Reference Fedele2014) and Shemer & Liberzon (Reference Shemer and Liberzon2014)). This explains why initial breaking wave crest speeds are observed to be approximately 80 % of the linear carrier wave speed (Rapp & Melville Reference Rapp and Melville1990; Stansell & MacFarlane Reference Stansell and MacFarlane2002).
Both the particle kinematics on the free surface and the energetics of the wave field that generates the surface should be considered to establish if the kinematic criterion for incipient breaking is valid. Recent studies show that the breaking onset of the largest crest of unsteady wave groups initiates before the horizontal particle velocity
$u_{x}$
reaches the crest speed
$V_{c}$
, with
$x$
being the direction of wave propagation. More specifically, it has been observed that wave breaking initiates when the particle velocity reaches approximately 0.84 times the crest velocity (see Barthelemy et al. (Reference Barthelemy, Banner, Peirson, Fedele, Allis and Dias2015b
), Saket et al. (Reference Saket, Peirson, Banner, Barthelemy and Allis2015) and Kurnia & van Groesen (Reference Kurnia and van Groesen2014)). In fact, none of the recurrent groups reach the threshold
$B_{x}=u_{x}/V_{c}=0.84$
, while all marginal breaking cases exceed the threshold.
Song & Banner (Reference Song and Banner2002), and more recently Barthelemy et al. (Reference Barthelemy, Banner, Peirson, Fedele, Allis and Dias2015b
), explored the existence of an energy flux threshold related to the breaking onset. This suggests looking at the space–time transport of wave energy fluxes near a large crest of an unsteady wave group and possible local superharmonic instabilities that initiate as the threshold
$B_{x}$
is exceeded leading to breaking, as those found for steady steep waves (Longuet-Higgins Reference Longuet-Higgins1978).
In the following we study the wave energy transport below a crest and the relation to the crest slowdown. The irrotational Eulerian velocity field
$\boldsymbol{U}=(U,V,W)=({\it\phi}_{,x},{\it\phi}_{,y},{\it\phi}_{,z})$
that generates the free surface
${\it\zeta}$
is given by the gradient of the potential
${\it\phi}$
. From (4.11) the velocity
$\boldsymbol{u}=(u_{x},u_{y},u_{z})$
of a fluid particle that at time
$t$
passes through the point
$\boldsymbol{x}_{P}$
is
$\boldsymbol{u}(t)=\boldsymbol{U}(\boldsymbol{x}_{P},t)$
. Besides the Laplace equation to impose fluid incompressibility in the flow domain,
${\it\phi}$
satisfies the dynamic Bernoulli and kinematic conditions on the free surface (see, e.g. Zakharov (Reference Zakharov1968, Reference Zakharov1999))
and
where
$K_{e}={\it\rho}|\boldsymbol{U}|^{2}/2$
is the kinetic energy density. Drawing on Tulin (Reference Tulin2007), consider the transport equation
and the associated flux
Equation (5.3) can be written as
where we have defined the Eulerian kinetic energy flux velocity
At the free surface, the kinetic energy flux in (5.4) can be written as
where we have used the Bernoulli equation (5.1a,b
). Then, the rate of change of the surface potential energy density
$P_{e}={\it\rho}g{\it\zeta}^{2}/2$
(Tulin Reference Tulin2007)
is due to the flux of kinetic energy into the moving interface
${\it\zeta}$
where
$U_{n}=\boldsymbol{U}\boldsymbol{\cdot }\boldsymbol{n}$
is the fluid velocity normal to the surface and
${\it\theta}$
the angle between
$\boldsymbol{n}$
and the vertical (at a wave crest,
${\it\theta}=0$
). The sum of the total kinetic energy
$K_{e}$
integrated over the wave domain and the potential energy
$P_{e}$
integrated over the surface is conserved. Clearly, a wave crest grows when the adjacent kinetic energy flux behind the crest is larger than the flux after the crest.
For unidirectional waves
${\it\zeta}(x,t)$
, the kinematic condition (5.2a,b
) reduces to
and
Then, at
${\it\zeta}_{,x}=0$
the crest speed in (4.42) can be written as
where
$\partial _{x}W=\partial _{z}U$
because of irrotationality. At a crest
${\it\zeta}_{,xx}<0$
and the vertical gradient
$\partial _{z}U>0$
as indicated by measurements and simulations (Barthelemy et al.
Reference Barthelemy, Banner, Peirson, Dias, Fedele and Allis2015a
,Reference Barthelemy, Banner, Peirson, Fedele, Allis and Dias
b
). As a result, for smooth wave fields, the crest speed
$V_{c}$
is always larger than the horizontal fluid velocity
$U$
. According to (5.12), the crest speed
$V_{c}$
is close to the particle speed
$u_{x}=U$
, only when the ratio
$\partial _{z}U/{\it\zeta}_{,xx}$
(between the crest steepness
${\it\zeta}_{xx}$
and the vertical gradient of the horizontal velocity
$\partial _{z}U$
) becomes small compared to the particle velocity
$U$
. Thus, the observation that the initiation of breaking occurs when
$V_{c}$
is actually 0.84 times the particle speed is the kinematic manifestation of the space–time transport of kinetic energy below the crest (Barthelemy et al.
Reference Barthelemy, Banner, Peirson, Fedele, Allis and Dias2015b
; Saket et al.
Reference Saket, Peirson, Banner, Barthelemy and Allis2015). Indeed, from (5.9a,b
) the normal velocity
$C_{K_{e}}$
of kinetic energy into the moving surface is given by
At a crest, where
${\it\zeta}>0$
,
$C_{K_{e}}$
is always larger than the fluid speed
$U_{n}$
normal to the surface. However, we expect that as the wave crest grows, reaching nearly breaking, the local kinetic energy
$K_{e}$
increases much faster than the potential energy
${\it\rho}g{\it\zeta}$
and
$C_{K_{e}}$
tends to
$U_{n}$
and the accumulation of potential energy into the surface is largely attenuated. Equivalently, the Lagrangian kinetic energy flux speed
$C_{K_{e}}-U_{n}$
seen by fluid particles on the surface is practically null.
6 There are no finite-time blowups
In the appendix of Sclavounos (Reference Sclavounos2005), contributed by Bridges, the possibility of finite-time blowup of solutions of the JS equations is discussed. Bridges studies the special case of the particle kinematics on a 1-D surface, i.e. when
${\it\zeta}_{,y}\equiv 0$
. The equations of motion in (1.5) then reduce to
$$\begin{eqnarray}\left.\begin{array}{@{}c@{}}{\dot{x}}=u_{x},\quad {\dot{y}}=u_{y},\\ \displaystyle \dot{u}_{x}=-\frac{2{\it\zeta}_{,x}{\it\zeta}_{,xt}}{1+{\it\zeta}_{,x}^{2}}u_{x}-\frac{{\it\zeta}_{,x}{\it\zeta}_{,xx}}{1+{\it\zeta}_{,x}^{2}}u_{x}^{2}-\frac{{\it\zeta}_{,x}({\it\zeta}_{,tt}+g)}{1+{\it\zeta}_{,x}^{2}},\quad \dot{u}_{y}=0.\end{array}\right\}\end{eqnarray}$$
It is then argued that under the further simplifying assumption that the matrix
is constant along trajectories
$x(t)$
, the horizontal velocity
$u_{x}$
is likely to grow unbounded in finite time.
These assumptions are highly specific and unrealistic. Nevertheless, Bridges’ observation raises the fundamental question of whether the JS equations are well posed. In fact, the right-hand side of the JS equations (cf. (1.5)) is not Lipschitz continuous due to the presence of the quadratic terms in
${\dot{x}}$
and
${\dot{y}}$
. Therefore, the elementary results from ODE theory (i.e. Picard’s existence and uniqueness theorem) do not rule out the finite-time blowup scenario. Note that even though the free surface
${\it\zeta}$
is bounded, the particle velocities obtained from the JS equations (1.5) could in principle have a singular behaviour.
Our Hamiltonian formulation for the 3-D particle kinematics shows that for smooth steady surfaces (i.e. when
${\it\zeta}={\it\zeta}(x,y)$
has bounded partial derivatives), the finite-time blowup never occurs. As we show in appendix C, the mere conservation of a Hamiltonian function does not generally rule out the finite-time blowup. However, the particular form of the Hamiltonian function (3.24) leads to a finite bound on particle speed.
To see this, note that the Hamiltonian
$\mathscr{H}_{c}=\mathscr{H}_{c}(\boldsymbol{x},\boldsymbol{p})$
derived in (3.24) is conserved along the trajectories
$(\boldsymbol{x}(t),\boldsymbol{p}(t))$
. More precisely,
for all
$t$
and finite initial data
$(\boldsymbol{x}(0),\boldsymbol{p}(0))$
.
On the other hand,
where the inequality follows from the fact that
$\boldsymbol{B}^{-1}$
is symmetric, positive definite with the smallest eigenvalue equal to
$(1+|\boldsymbol{{\rm\nabla}}{\it\zeta}|^{2})^{-1}$
.
Now assume that there exists a finite time
$t_{0}$
such that
$\lim _{t\rightarrow t_{0}}|\boldsymbol{p}(t)|=\infty$
, i.e. there is a blowup at time
$t_{0}$
. Since
${\it\zeta}$
and
$|\boldsymbol{{\rm\nabla}}{\it\zeta}|$
are bounded, inequality (6.4) implies that
$\lim _{t\rightarrow t_{0}}\mathscr{H}_{c}(\boldsymbol{x}(t),\boldsymbol{p}(t))=\infty$
. This, however, contradicts the conservation law (6.3).
By definition of the canonical momentum (3.20), we have
$\boldsymbol{p}=\boldsymbol{B}\boldsymbol{u}_{h}$
. This in turn implies
where the inequality follows from the fact that
$\boldsymbol{B}$
is positive definite with the smallest eigenvalue equal to 1. Since
$|\boldsymbol{p}|$
is bounded, so is
$|\boldsymbol{u}_{h}|$
, ruling out the finite-time blowup for the particle velocity. In summary, in the autonomous case (where the smooth surface
${\it\zeta}$
is time independent) the equations of motion (1.5) are well posed and finite-time blowup cannot occur.
For travelling waves, i.e.
${\it\zeta}(x,y,t)=\overline{{\it\zeta}}(x-ct,y)$
, one can also show that there are no finite-time blowups. The proof is similar to the steady case, except that for the travelling waves, the conserved Hamiltonian is given by (3.57). Namely, in the comoving frame
$\overline{\boldsymbol{x}}=(x-ct,y)$
, we have
As in the steady case, blowup of
$\boldsymbol{p}$
violates the conservation of the Hamiltonian function.
For the general non-autonomous case, where
${\it\zeta}$
is time dependent, the finite-time blowup may not be ruled out by the above argument.
7 Trapping regions for steady flows and travelling waves
As mentioned earlier, the JS equations are very general as they describe the frictionless motion of a particle on a given surface. Using the Hamiltonian structure in (3.24), we show that the horizontal motion of a particle on a steady surface (i.e.
${\it\zeta}={\it\zeta}(x,y)$
) or on a travelling wave (i.e.
${\it\zeta}=\overline{{\it\zeta}}(x-ct,y)$
) is always trapped in a subset of the two-dimensional
$x{-}y$
plane. Since the Hamiltonian is conserved, the phase space
$(x,y,u_{x},u_{y})\in \mathbb{R}^{4}$
is foliated by the invariant hypersurfaces
$\mathscr{H}=\text{const.}$
These hypersurfaces are three-dimensional, and therefore, the particle trajectories can be chaotic. It turns out that one can deduce more from the Hamiltonian structure. Namely, we show that, based on their initial conditions, the trajectories are confined to a subset of the configuration space
$(x,y)$
.
We first consider the steady case
${\it\zeta}_{,t}=0$
, where the Hamiltonian (3.42) can be written as
Note that the energy
$E$
is omitted since the system is autonomous. In this steady case, the following result holds.
Theorem 1. Consider the motion of a particle constrained to the smooth steady surface
${\it\zeta}={\it\zeta}(\boldsymbol{x})$
. Denote the initial condition of the particle by
$(\boldsymbol{x}_{0},\boldsymbol{u}_{0})$
and define
The position of the particle is bound to the subset
$D_{0}$
, i.e.
$(x(t),y(t))\in D_{0}$
for all times
$t$
.
Proof. Hamiltonian (7.1) is conserved along particle trajectories
$(\boldsymbol{x}(t),\boldsymbol{u}(t))$
. Hence we have
◻
Note that the above theorem does not imply that the subset
$D_{0}$
is invariant. In fact, particles initiated outside
$D_{0}$
can very well enter (and exit) the set. Instead, the set
$D_{0}$
is a trapping region, i.e. particles starting in
$D_{0}$
with initial conditions
$(\boldsymbol{x}_{0},\boldsymbol{u}_{0})$
stay in
$D_{0}$
for all times. For a given surface, the trapping region
$D_{0}$
is entirely determined by the initial position
$\boldsymbol{x}_{0}$
and the initial velocity
$\boldsymbol{u}_{0}$
of the particle.
An interesting special case is to consider the motion of the particle from rest, i.e. zero initial velocity. Then Theorem 1 implies the following.
Corollary 1. Consider the motion of a particle that is initially at rest and moves on a smooth steady surface
${\it\zeta}={\it\zeta}(x,y)$
. Denote the initial position of the particle by
$(x_{0},y_{0})$
and define
The position of the particle is bound to the subset
$D_{0}$
, i.e.
$(x(t),y(t))\in D_{0}$
for all times
$t$
.
Proof. This is a direct consequence of Theorem 1 with the initial velocity
$\boldsymbol{u}_{0}=\mathbf{0}$
.◻
Theorem 1 and Corollary 1 hold for travelling waves,
${\it\zeta}(x,y,t)=\overline{{\it\zeta}}(x-ct,y)$
. The statements are identical except that the coordinate
$x$
and the velocity
$u_{x}$
are replaced with the comoving coordinate
$\bar{x}=x-ct$
and velocity
$\bar{u}_{x}={\dot{x}}-c$
, respectively. The proofs are similar and therefore omitted here. The trapping region in (7.2) is now given by
where
$\boldsymbol{e}_{1}$
is the unit vector along
$\bar{x}$
and the initial particle velocity
$\boldsymbol{u}_{0}$
is that in the fixed reference frame.
8 Concluding remarks
We have investigated the properties of the JS equations for the kinematics of fluid particles on the sea surface. We showed that the JS equations can be derived from an action principle describing the motion of a frictionless particle constrained on an unsteady surface and subject to gravity. Further, for a zero-stress free surface, the classical kinematic criterion for wave breaking is deduced from the condition of vanishing of vorticity generated at a crest. If this holds for the largest crest, the Hamiltonian structure of the JS equations reveals that the associated symplectic two-form instantaneously reduces to that of the motion of a particle in free flight, as if the constraint to be on the free surface did not exist.
In realistic oceanic fields the large crest eventually breaks and energy of fluid particles is dissipated to turbulence, which is a time-irreversible mechanism. We speculate that this behaviour appears analogous to a flight-crash event in fluid turbulence, where a particle flies with a large velocity before suddenly losing energy (Xu et al. Reference Xu, Pumir, Falkovich, Bodenschatz, Shats, Xia, Francois and Boffetta2014). Clearly, the Hamiltonian particle dynamics associated with the inviscid Euler or Zakharov (Reference Zakharov1968) equations is time reversible (Chabchoub & Fink Reference Chabchoub and Fink2014). Then, the instantaneous vanishing of vorticity at large crests may reveal the inviscid mechanism of breaking inception before turbulent dissipative effects take place. This necessitates a further study of the dynamics and energetics of the wave field that generates the free surface to verify if the kinematic breaking criterion is valid.
Finally, the conservation and special form of the Hamiltonian function for steady surfaces and travelling waves implies that particle velocities remain bounded at all times, ruling out the finite-time blowup of solutions.
Acknowledgements
F.F. acknowledges the Georgia Tech graduate courses ‘Classical Mechanics II’ taught by J. Bellissard in Spring 2013 and ‘Nonlinear dynamics: Chaos, and what to do about it?’ taught by P. Cvitanović in Spring 2012. F.F. also thanks J. Bellissard for stimulating discussions on differential geometry and classical mechanics as well as for a revision of an early draft of the manuscript. The authors are also grateful to J. Bellissard, P. Cvitanović and R. De La Llave for stimulating discussions on symplectic geometry and Hamiltonian dynamics. M.F. would like to thank the family of G. Robinson Jr for J. Ford Fellowship support.
Appendix A. JS equations for steady irrotational flows
Consider a one-dimensional, semi-infinite, steady, irrotational flow constrained to the wave surface
${\it\zeta}={\it\zeta}(x)$
. These assumptions imply
${\it\phi}_{,y}={\it\phi}_{,t}=0$
(where
${\it\phi}$
is the velocity potential) and
${\it\zeta}_{,y}={\it\zeta}_{,t}=0$
. Since the vertical particle velocity satisfies
the respective acceleration is given by
For particles on the surface,
$z(t)={\it\zeta}(x(t))$
, which implies
and
Therefore,
which upon multiplying by
${\it\zeta}_{,x}$
and rearranging terms gives
On the other hand, the Bernoulli equation (5.1a,b ) reads
Taking the derivative with respect to time we obtain
Using
${\it\phi}_{,z}={\dot{z}}={\it\zeta}_{,x}{\dot{x}}$
implies
Adding (A 6) and (A 9) gives the JS equations (1.5) in the case of 1-D steady flows.
Appendix B. Computation of the Dirac bracket
Since the surface is time dependent, the resulting constraints have an explicit time dependence. We first autonomize the system of the free particle in three dimensions adding a pair of canonically conjugate variables
$(t,E)$
, where
$E$
is the energy exchanged by the particle with the moving surface. Indeed, the particle behaves as an open system if the motion is on unsteady surfaces. Constraints are now functions of the dynamical variables
as required by Dirac’s theory, and
$\overline{\boldsymbol{z}}({\it\tau})$
is a generic trajectory in the extended phase space, parametrized by
${\it\tau}$
, which plays the role of time for the autonomous system. The autonomized Hamiltonian of the free particle in three dimensions subjected to gravity is
The two constraints are given by
The
$2\times 2$
matrix
$\mathbb{D}$
follows from the inverse of the symplectic matrix
$\mathbb{C}$
given by (3.36a,b
):
The Poisson matrix associated with the Dirac bracket is computed from
where the
$K\times N$
matrix
$\hat{\mathscr{Q}}$
has elements
and
$\dagger$
denotes Hermitian transposition. Since
$\mathbb{C}=\hat{\mathscr{Q}}\mathbb{J}\hat{\mathscr{Q}}^{\dagger }$
, the Poisson matrix of the Dirac bracket can be computed algebraically by way of a projector (Chandre et al.
Reference Chandre, de Guillebon, Back, Tassi and Morrison2013)
where
$\mathbb{I}_{N}$
is the
$N\times N$
identity matrix. If
$\mathbb{C}$
is invertible,
$\mathscr{P}_{\ast }\hat{\mathscr{Q}}^{\dagger }=0$
, which is an alternative way to characterize the fact that constraints that are actually Casimir invariants of the Dirac bracket. Actually, the matrix
$\mathbb{D}$
is defined such that the constraints are Casimir invariants of the Dirac bracket, i.e.
$\{F,{\it\Phi}_{{\it\alpha}}\}_{\ast }=0$
for all observables
$F$
. As a result, the Dirac bracket is a Poisson bracket that satisfies the Jacobi identity (Chandre Reference Chandre2013). The Dirac projector
$\mathscr{P}_{\ast }$
projects the dynamics onto the surface defined by the constraints. The expression of
$\mathbb{J}_{\ast }$
is given by
$\mathbb{J}_{\ast }=\mathbb{J}\mathscr{P}_{\ast }=\mathscr{P}_{\ast }^{\dagger }\mathbb{J}\mathscr{P}_{\ast }$
. This provides a systematic and algebraic procedure to compute Dirac brackets.
The resulting Poisson matrix does not explicitly depend on
$z$
and
$u_{z}$
. As a consequence, the Poisson bracket of two functions of
$(x,y,t,u_{x},u_{y},E)$
is again a function of
$(x,y,t,u_{x},u_{y},E)$
. In other words, the algebra of observables
$F(x,y,t,u_{x},u_{y},E)$
is a Poisson sub-algebra. In this way, one can omit
$z$
and
$u_{z}$
(since their dynamics is quite trivially given by the constraints which are Casimir invariants of the Dirac bracket) and the phase-space dimension is reduced by two. This leads to the expression of the Dirac bracket given by (3.38).
Appendix C. The Hamiltonian structure of a prototype blowup problem
As a toy problem, Bridges considers the simplest second-order ODE Riccatti equation, which can be written as
Although the JS equations cannot be reduced to this form, we discuss its properties for completeness. The system (C 1a,b ) possesses the Hamiltonian
which is of course an invariant of the dynamics. The non-canonical Poisson bracket is given by
The canonical structure of the system is obtained in the variables
$(x,\text{e}^{x}\ln u)$
.
For initial conditions
$(x_{0},u_{0})$
at
$t=0$
Clearly, for positive initial velocities (
$u_{0}>0$
), all solutions blowup in finite time, with the time of blowup inversely proportional to the norm of the initial velocity data. On the other hand, trajectories are bounded for negative initial velocities and they exist for all time.
The finite-time singularity of the system can be explained exploiting the time invariance of the Hamiltonian
$H=u\text{e}^{-x}$
. As
$u$
linearly tends to infinity when
$t$
tends to some
$t_{0}$
,
$x$
also tends to infinity, but logarithmically, when
$t$
goes to
$t_{0}$
, in such a way that the product between
$u$
and
$\text{e}^{-x}$
remains constant. This is possible because
$\text{e}^{-x}$
is not bounded from below by a strictly positive quantity. Contrast this with (6.4), where the quadratic part of the Hamiltonian is positive definite, and hence bounded from below by a positive constant.
