Top Banner

of 18

LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

Jun 02, 2018

Download

Documents

Imm K Rod Phi
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    1/18

    Physica D 152153 (2001) 416433

    Long-time dynamics of the modulationalinstability of deep water waves

    M.J. Ablowitz a, J. Hammackb, D. Henderson b, C.M. Schober c,a Department of Applied Mathematics, University of Colorado, Campus Box 526, Boulder, CO 80309-0526, USA

    b Department of Mathematics, Pennsylvania State University, University Park, PA 16802, USAc Department of Mathematics and Statistics, Old Dominion University, Norfolk, VA 23529, USA

    Abstract

    In this paper, we experimentally and theoretically examine the long-time evolution of modulated periodic 1D Stokes

    waves which are described, to leading-order, by the nonlinear Schrdinger (NLS) equation. The laboratory and numericalexperiments indicate that under suitable conditions modulated periodic wave trains evolve chaotically. A Floquet spectral

    decomposition of the laboratory data at sampled times shows that the waveform exhibits bifurcations across standing wave

    states to left- and right-going modulated traveling waves. Numerical experiments using a higher-order nonlinear Schrdinger

    equation (HONLS) are consistent with the laboratory experiments and support the conjecture that for periodic boundary

    conditions the long-time evolution of modulated wave trains is chaotic. Further, the numerical experiments indicate that

    the macroscopic features of the evolution can be described by the HONLS equation. Ultimately, these laboratory experi-

    ments provide a physical realization of the chaotic behavior previously established analytically for perturbed NLS systems.

    2001 Elsevier Science B.V. All rights reserved.

    Keywords:Nonlinear Schrdinger equation; Modulated periodic waves; Long-time evolution

    1. Introduction

    Historically, the study of water waves has provided

    researchers with a wide variety of interesting non-

    linear phenomena. One of the classical examples of

    nonlinear waves was the discovery by Stokes [1] in

    1847 of traveling nonlinear periodic wave trains in

    deep water. More precisely, Stokes found the lead-

    ing terms of a series expansion for the surface wave

    displacement, and how the frequency of the wave de-

    pended on the amplitude for small but finite values of

    the wave amplitude. In 1925, Levi-Civita [2] proved

    Corresponding author.E-mail addresses:[email protected] (M.J. Ablowitz),

    [email protected] (C.M. Schober).

    rigorously that an infinite series describing periodic

    waves could be obtained and that it converged. How-ever, the question of stability of these periodic water

    waves remained open until 1967 when Benjamin and

    Feir [3] established, experimentally and analytically,

    that in sufficient deep water the Stokes water wave was

    unstable.

    The instability result can be obtained by consider-

    ing slowly modulated wave trains. It can be shown that

    for small amplitude, the leading-order complex ampli-

    tude of the surface displacement satisfies the nonlin-

    ear Schrdinger (NLS) equation [4,5,9]. The relevant

    periodic solution of the NLS equation can be readily

    shown by Fourier methods to be unstable in deep

    water. Even though the modulational instability of

    periodic waves has been established, the long-time

    0167-2789/01/$ see front matter 2001 Elsevier Science B.V. All rights reserved.

    PII: S 0 1 6 7 - 2 7 8 9 ( 0 1 ) 0 0 1 8 3 - X

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    2/18

    M.J. Ablowitz et al. / Physica D 152153 (2001) 416433 417

    behavior of the instability has not been completely

    investigated. A natural question is whether the NLS

    equation provides a satisfactory description of the

    dynamics. Our results indicate that the answer to this

    question is, in general, negative for periodic wave

    trains.

    The NLS equation is completely integrable, hasan infinite number of conserved quantities and does

    not possess temporally chaotic orbits [6,7]. How-

    ever, water wave dynamics are described only to

    leading-order by the NLS equation. The results in

    this paper indicate that the perturbations to the NLS

    equation associated with periodic wave trains gener-

    ate chaotic evolutions. Since there is no mathematical

    proof of dynamical chaos available, we use this term

    only in a broad sense. The higher-order nonlinear

    Schrdinger (HONLS) equation, which is obtained by

    retaining terms in the asymptotic expansion through

    fourth-order (see Eq. (3)), destroys the symmetry ofthe NLS equation with respect to space translations

    [18,20]. We show that the higher-order corrections

    have a significant effect on the evolution of the insta-

    bility and of the wave train.

    Earlier studies on near-integrable nonlinear wave

    equations demonstrated that the modulational instabil-

    ity can give rise to quite complicated dynamics. Using

    initial data for quasiperiodic solutions near to homo-

    clinic orbits (which we will denote as semi-stable

    initial data), certain damped-driven and Hamiltonian

    perturbations of the sine-Gordon and NLS equations

    have been shown to trigger temporally chaotic evolu-tions. In the seminal papers [11,12], the role of linear

    instabilities and homoclinic orbits in the generation

    of chaotic dynamics for damped-driven perturbations

    of the sine-Gordon equation was established along

    with the spectral criterion for these instabilities. Sim-

    ilarly, the role of these structures in Hamiltonian

    perturbations of the NLS and sine-Gordon equations

    have been examined in the context of computational

    chaos [14,15,17,2729] and chaotic energy transport

    [25,26].

    For spatially symmetric data, the mechanism for

    chaotic behavior involves random crossings of the

    critical level sets of the constants of motion or homo-

    clinic crossings (see, e.g. [13,15,28]). Significantly,

    for a damped-driven perturbation of the NLS equa-

    tion, analytical arguments have been found when even

    symmetry is imposed to explain the onset of chaotic

    dynamics [24]. The persistence of hyperbolic solutions

    and the transversal intersection of their homoclinic

    manifolds has been rigorously proven using singular

    perturbation theory and Melnikov analysis adaptedto the infinite-dimensional setting [24]. It should be

    noted that establishing chaos in the PDE framework

    is technically quite difficult and for the purely disper-

    sive perturbation of the NLS considered in [15,17,28]

    (which is relevant to the water wave problem dis-

    cussed here) the persistence of homoclinic orbits and

    chaotic dynamics has not yet been rigorously proven.

    When evenness is removed, little is known the-

    oretically. In this case, numerical studies on com-

    putational chaos in nonlinear wave equations have

    provided considerable insight. For example, using

    semi-stable initial data for the NLS it was shown thatif even symmetry was not preserved in the numerical

    codes then roundoff errors can excite an odd com-

    ponent which subsequently evolves chaotically [16].

    More recently, the evolution of asymmetric initial

    data has been studied numerically for a Hamiltonian

    perturbation of the NLS equation as well as for a

    simple symmetry-breaking perturbation of the NLS

    [17,23]. The work in [17] identified for the first time a

    distinctive new mechanism whereby homoclinic tran-

    sition states develop near the homoclinic manifolds.

    The solutions are characterized by random switching

    across standing wave states into left- and right-goingmodulated traveling waves. The occurrence of chaos

    without homoclinic crossings in the noneven regime

    is a novel mechanism by which nonlinear disper-

    sive wave systems can be chaotically excited and as

    discussed in this paper is observable in laboratory

    experiments.

    In this paper (in [22], some of these results were

    announced), we examine in detail the water wave

    approximation to the NLS equation and consider

    the following questions: (1) Are chaotic evolutions

    in deep water physically observable? If so, then the

    NLS is not an adequate description, and the per-

    turbations to the NLS equation are critical to the

    evolution. (2) What characterizes the wave train

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    3/18

    418 M.J. Ablowitz et al. / Physica D 152153 (2001) 416433

    evolution? (3) Are the dominant features of the evolu-

    tion captured by the HONLS model? We show exper-

    imentally and analytically that periodically modulated

    nonlinear Stokes water waves are, in fact, tempo-

    rally chaotic, non-symmetric and not reproducible. In

    contrast, when the envelope of the slow modulation

    is taken to be that of a soliton, the experiments arereproducible.

    The Floquet spectral theory of the NLS equation

    is used to determine the characteristics of the evo-

    lution of the wave train. This type of normal-mode

    analysis, obtained by projecting numerical data

    onto integrable nonlinear modes, was first applied

    to certain perturbations of the Toda chain such as

    the FermiPastaUlam chain [10] and later to per-

    turbations of the sine-Gordon and NLS equations,

    e.g. [11,17] amongst others. Here we compute the

    spectrum, in particular the discrete eigenvalues, and

    observe when they evolve into sensitive homoclinicregimes which in turn indicates bifurcations in the

    waveform between different physical states. The

    spectral decomposition of the laboratory data demon-

    strates that the leftright switching mechanism for

    chaotic excitations occurs in the water wave problem.

    In numerical experiments with the HONLS equation

    we also find numerous leftright homoclinic transi-

    tions. The correlation between the results of the lab-

    oratory and numerical experiments indicates that the

    macroscopic or gross features of the wave evolution

    are indeed modeled by the HONLS equation.

    2. Analytical background

    2.1. Governing equations

    The equations governing the surface waves are

    given by2= 0, for z, z 0 as z ,where(x,z,t),(x, t)are the velocity potential and

    free surface displacement, respectively, and by the

    boundary conditions on the free surface z=(x, t),

    t+ x x= z, t+ g + 1

    2 ()2

    =0. (1)In the small amplitude approximation, the velocity po-

    tential is expanded about z=0. For slowly modulated

    waves one assumes the ansatz

    = (A ei+|k|z + )+2(+ A2e2(i+|k|z) + ) + ,

    = (Bei + ) + 2( + B2e2i + ) + , (2)where

    =kx

    t ,

    denotes complex conjugate and

    the deep water dispersion relation is used: 2 = g |k|with k0= 0.44 rad/cm (neither damping or surfacetension is taken into account in the theory). The vari-

    ables A,, A2 are assumed to be functions of X= x ,Z=z, T= t, and B ,, B2 are functions ofXand T only. is a dimensionless number, i.e. a mea-

    sure of small amplitude and balances slow modula-

    tion;=ka, where a is the size of the initial surfacedisplacement. Substituting the above ansatz into the

    expanded form of the free surface equation (1) leads

    to the following perturbed NLS equation on z= 0([19], corrected for misprints)

    2i

    AT+ 2k

    AX

    2k

    2AXX+ 4k4|A|2A

    = 2

    i2

    8k3AXXX+ 2k3iA2AX 12k3i|A|2AX

    +2kXA

    .

    Note that satisfies2 = 0 with the boundaryconditions: Z = (2k/g)(|A|2)X on z = 0 and 0 as z . The free surface amplitude isobtained from = (/g)((iA+ (/2k)Ax )ei (k2/)A2 e2i)

    +(

    ). We introduce the following di-

    mensionless and translating variables:T=T , X=kX, Z = kZ, = k, = (2k2/), u =(2

    2k2/)A, = 18 T , = X 12 T. Solving

    Laplaces equation on Z0 by Fourier meth-ods for in terms ofA yields the following perturbednonlocal NLS equation (HONLS):

    iu+u + 2|u|2u + ( 12 iu 6i|u|2u+iu2u+ 2u[H (|u|2)] )=0, (3)

    where H( f ) represents the Hilbert transform of the

    functionf. The Fourier transform of the Hilbert trans-

    form yields H( f )= i sign(k)f(k). In the periodiccase (0, L), k is replaced by kn = 2n/L. TheseFourier relations are readily implemented numerically

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    4/18

    M.J. Ablowitz et al. / Physica D 152153 (2001) 416433 419

    when using a pseudo-spectral method, which is the

    method we employ. We also note that on the infinite

    line the physical space realization of the Hilbert trans-

    form isH( f )=(1/ )PV(f( )/x) d, wherePVdenotes the Cauchy principal value integral.

    2.2. Integrable theory of the NLS

    Setting = 0 in (3) with x and t, weobtain the focusing cubic NLS equation which can be

    written in Hamiltonian form

    it

    u

    u

    =J

    H

    u

    H

    u

    (4)

    with

    J=

    0 1

    1 0

    ,

    and Hamiltonian

    H(u,u)= L

    0(|ux |2 |u|4) dx. (5)

    Zakharov and Shabat [8] established the complete in-

    tegrability of the NLS equation by discovering its Lax

    pair:

    x= L(x) , t= L(t) , (6)where

    L(x)

    = i iu

    iu i ,L

    (t) =

    i[22 uu] 2iu + ux2iu ux i[22 uu]

    . (7)

    The compatibility condition for the pair of linear

    systems (7) is satisfied for all values of the complex

    spectral parameter if the coefficient u(x,t)satisfies

    the NLS equation (3) at=0. If one imposes period-icity by requiring the potential u(x,t) to be periodic

    in the spatial variable x with period L, then one can

    characterize u (for any fixed time t) in terms of its

    Floquet spectrum

    (L(x) (u)):= {C|L(x)vvv=0, |vvv| bounded x}.(8)

    Given a fundamental solution matrix M(x ; ) (suchthat M (0; )=I) for the Lax pair (6) with potentialu(x), one defines the Floquet discriminant to be the

    trace of the transfer matrix M(L; ) across one period:(u; ):=Tr[M(L; )]. (9)

    Since det[M(x ; )]=1, the Floquet spectrum can becharacterized as follows:

    (L(x) (u)) := {C|(u; ) isrealand2(u; )2}. (10)

    The properties of the Floquet discriminant that we

    will use in the following sections are:

    1. (u; ) is constant under the NLS evolution.2. Floquet discriminants at different values of the

    spectral parameter Poisson commute, for =,

    {(u; ), (u; )},where the Poisson bracket is defined as

    {F, G} =i L

    0

    F

    u

    G

    u F

    u

    G

    u

    dx.

    These properties show that (u; ) encodes the in-finite family of NLS constants of motion (in fact,

    parameterized by C).Within the discrete spectrum, periodic/antiperiodic

    eigenvalues are the roots of(u; )= 2. We alsodistinguish the following points of the spectrum:

    1. The simple periodic/antiperiodic spectrum

    s =

    sj|(, u)= 2,d

    d=0

    . (11)

    2. Critical points of spectrum cj, specified by the con-

    dition d(u; )/d|=c= 0.3. Double points of the periodic/antiperiodic spectrum

    d =

    dj|(, u)= 2,d

    d=0, d

    2

    d2=0

    .

    (12)

    The nonlinear spectral transform is used to represent

    solutions in terms of a set of nonlinear modes whose

    structure and dynamical stability is determined by

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    5/18

    420 M.J. Ablowitz et al. / Physica D 152153 (2001) 416433

    the location of the corresponding element of the pe-

    riodic/antiperiodic spectrum [11]. Generic multiple

    points have multiplicity 2 and the location of the

    double points plays a particularly important role in

    the geometry of the phase space. Real double points

    label inactive nonlinear modes whereas complex dou-

    ble points are in general associated with linearizedinstabilities of the NLS equation and label the orbits

    homoclinic to the unstable solution [12].

    2.3. Modulational instability and homoclinic

    solutions

    An issue of main importance is the stability of

    the periodic Stokes wave. For the nondimensionalized

    NLS equation the Stokes wave, or plane wave, is given

    by u0(x,t)= a e2i|a|2t, where for convenience, a isassumed to be real. After dimensionalizing and trans-

    forming to the surface displacement , the exponent

    corresponds to the nonlinear frequency shift found by

    Stokes that includes the term 4k2|A|2 in Eq. (2). Itsstability can be examined by considering perturbations

    of the form u(x,t)=u0(1 + (x,t ))and linearizingfor small . Assuming that (x,t)=n(0) einx+int+n(0) einxint, n=2n/L, it is found that thegrowth raten is given by

    2n= 2n(2n 4a2). Thus,

    the plane wave is unstable to long wavelength pertur-

    bations, i.e. provided 0 < (n/L)2

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    6/18

    M.J. Ablowitz et al. / Physica D 152153 (2001) 416433 421

    Fig. 1. The surface |u(x,t)| and the nonlinear spectrum with (a) one double point for a homoclinic solution of NLS, (1) = 0;(b) one imaginary gap for a standing wave solution of NLS, u0= 0.5(1+0.1 cos x); (c) one cross for a standing wave so-lution of NLS locked in the center and wings, u0= 0.5(1+0.1i cosx); (d) right state: a right-traveling wave solution of NLS,u0=0.5(1+0.05(e90i cos x+e0i sin x)); (e) left state: a left-traveling wave solution of NLS, u0=0.5(1+0.05(e0i cos x+e30i sin x)).

    if = j= 2j/L,1 m1, then the jthcomplex double point splits into two simple points

    and a complex band of spectrum or a gap is created.

    The parameters1and 2 govern the symmetry of the

    solution: if1=2 +n , then the perturbed spectrumexhibits the symmetry (this corresponds to

    the solution being even in the spatial variable, i.e.

    q(x)= q(x), a constraint commonly imposed inthe study of perturbations of the NLS equation). In

    this case the double point splits along the imaginary

    axis (gap configuration, see Fig. 1b) or symmetrically

    about the imaginary axis (cross state, see Fig. 1c). In

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    7/18

    422 M.J. Ablowitz et al. / Physica D 152153 (2001) 416433

    the symmetric case, the homoclinic orbit separates the

    symmetric subspace into disjoint invariant subman-

    ifolds. Due to the analyticity of the discriminant ,

    under small perturbations it is possible to evolve from

    one configuration to the other, while maintaining the

    even symmetry, only by passing through the complex

    double point, i.e. by crossing the homoclinic manifold.This even symmetry constraint, first considered in

    [11], has been used almost exclusively in the literature

    so that homoclinic crossings can be easily identified.

    On the other hand, for generic 1 and 2, the se-

    lected complex double point splits asymmetrically in

    the complex plane. (For a complete analysis of the

    O() splitting of the complex double points in the

    noneven regime, see [17].) When one complex double

    point is present the two basic spectral configurations

    associated with noneven perturbations are as follows:

    (1) The resulting upper band of spectrum lies in the

    first quadrant and the lower band lies in the secondquadrant. The wave form is characterized by a single

    mode traveling to the right (right state, see Fig. 1d).

    (2) The resulting upper band of spectrum lies in the

    second quadrant and the lower band lies in the first

    quadrant. The wave form is characterized by a single

    mode traveling to the left (left state, see Fig. 1e). The

    Fig. 2. (a) Surface for u0= 0.5(1 + 0.01(e0.9i cos x+ e60i sin x)) obtained with the difference scheme DDNLS for 0 < t < 500 and5000 < t

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    8/18

    M.J. Ablowitz et al. / Physica D 152153 (2001) 416433 423

    solution of the NLS equation

    u0=0.5(1+0.01(e0.90i cos x+ e60i sin x)) (15)with L = 2

    2, = 2/L. Fig. 2a shows the

    surface (0 < t < 500) obtained with the follow-

    ing Hamiltonian discretization (DDNLS): iun =(un+1 + un1 2un)/ h

    2

    + 2|un|2

    un=0 forN= 24.Initially, the waveform travels to the left; as time

    evolves the perturbation induced by the discretiza-

    tion causes the waveform to jump between left- and

    right-traveling waves. We observe that this bifurca-

    tion occurs randomly and intermittently throughout

    the entire time series for 0 < t

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    9/18

    424 M.J. Ablowitz et al. / Physica D 152153 (2001) 416433

    calculation of clean surface damping, but less than that

    of a contaminated surface calculation.

    The water is allowed to rest for 15 min before ex-

    periments are conducted; the surface is cleaned at

    least every 2 h. Waves are generated using a vertically

    oscillated, anodized wedge with both position and ve-

    locity control. The programmed velocity for both setsof experiments is the linear, fluid particle velocity;

    the programmed position is the desired free-surface

    displacement.

    The theoretical formulation of Section 2 does not

    include the effects of viscous damping. To obtain a

    measure of viscous decay in the experiments, we mea-

    sured the maximum amplitude of the envelope soliton

    at 23 positions down the tank. This amplitude decayed

    exponentially at a rate of 6 104 cm1/s.The surface displacement is measured using five

    capacitance-type wave gages. Gage 0 is fixed at 40 cm

    downstream from the wavemaker. It is an intrusive,capacitance-type wavegage. Gages 14 were mounted

    40 cm apart on the carriage; they are non-intrusive,

    capacitance wave gages that span the width of the

    tank, and thus average out any surface motion in the

    direction perpendicular to wave propagation.

    The purpose of gage 0 is to measure the water sur-

    face displacement near the wavemaker to insure that

    the surface displacement there is reproducible. A me-

    chanical cam is used to close a switch that begins the

    data collection; it has a few milliseconds of slop. To

    adjust for that, we shift the total time series of all five

    gages by a few milliseconds based on the correlationcoefficients between the time series obtained by gage

    0. That is, we compare the time series from gage 0

    from every experiment with the same initial conditions

    to that obtained for the first such experiment. We shift

    the time series of all the gages by the small amount

    necessary to give the maximum correlation coefficient

    between the measurements obtained at gage 0. This

    small shift (a few milliseconds out of a 65 s time se-

    ries) insures that the starting point of each set of time

    series is the same from experiment to experiment.

    The time series from gage 0 have correlation coeffi-

    cients among experiments of 0.99 or better, except for

    two experiments (among 40) for which the correlation

    coefficients were 0.96 or 0.97. This high correlation

    indicates that, indeed, the initial conditions, i.e. the

    water surface displacement near the wavemaker, was

    reproducible within a small noise level.

    Gages 14 are mounted on the carriage so that two

    types of time series are obtained from them. The first

    are fixed measurements in which the gages are located

    at a particular position along the tank. The secondare measurements obtained in a reference frame that

    translates at the linear group speed of the underlying

    wave train. The carriage that supports the gages is at

    rest for 21.28 s to allow for transient motions to pass

    and then set in motion at the desired speed.

    In the temporal measurements we compare time se-

    ries obtained from different experiments with identi-

    cal initial conditions. These measurements are graphed

    against each other to produce a phase plane diag-

    nostic for reproducibility. If the results of the two

    experiments are identical the graph will be the 45

    line. In particular, the time series from gage 0 nearthe wavemaker produces a 45 line with a very slightwidth, indicating a 12% noise level. This indicates

    what should be expected from time series showing the

    wavefield evolution.

    3.2. Envelope solitons

    The control experiment is performed with the

    soliton solution of NLS since theoretically it

    should evolve reproducibly (see below). The wave-

    maker was programmed to oscillate as s(t)

    =a sin(0t)sech(a0t/2) where 0= 20.94 rad/s,a= 0.2 cm, k0= 0.44 rad/cm, (k0)= 24.4 cm/s(group velocity),g=980 cm/s2 andT= 71.9 dynes/cm (surface tension).

    Fig. 3 shows time series obtained by the five wave

    gages when the carriage is near the wavemaker. There

    is evidence of some dispersion in the envelope soliton.

    The effects of viscous decay are observed as well, e.g.

    in Fig. 4, which shows an envelope soliton near the

    wavemaker and 800 cm downstream of it.

    To determine if the soliton experiment is repro-

    ducible, the experiment was run every 15 min over a

    2.5 h period. Time series are obtained at gage 4 when

    the carriage was 800 cm downstream of the wave-

    maker. Fig. 5a graphs the water surface displacements

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    10/18

    M.J. Ablowitz et al. / Physica D 152153 (2001) 416433 425

    Fig. 3. Time series from gages (a) 0, (b) 1, (c) 2, (d) 3, and (e) 4 obtained when the carriage was fixed so that gage 1 was 40 cm from gage 0.

    measured in the first and last experiments against each

    other. There was a slight phase shift between the twodata sets. Shifting each data point in one of the data

    sets the same amount (0.00921 s), produces the nearly

    perfect 45 line (Fig. 5a). The experiments using soli-tons indicate that we are able to conduct a repro-

    ducible experiment when the initial conditions are

    such that the wavefield evolution is predicted to be

    reproducible. The soliton experiment reflects a stable

    nonchaotic evolution which the NLS equation ade-

    quately describes.

    3.3. Modulated periodic wave trains

    For modulated wave trains the position of

    the wavemaker is programmed to be p(t) =

    a sin(0t)(1

    +Esin pt ) where a

    = 0.5 cm, p

    =1.047rad/s, E=0.1, the values 0, g , k0, T are thesame as in the soliton case and the corresponding

    unperturbed periodic wavelength of the modulation is

    L=147 cm.Fig. 6 shows output from the five wavegages for

    the modulated wave train. The output from gage

    0, shown in Fig. 6a, shows a periodic modulated

    wave train. The output from gages 14 are shown

    in Figs. 6be. For times less than 21.3 s the carriage

    supporting these gages is at rest and so the periodicity

    is the same as that near the wavemaker. At 21.3 s, the

    carriage moves with the group speed of the waves

    as evidenced by the Doppler shift that occurs at this

    time. One would expect that when the gage starts to

    move at the group speed, the amplitude at the time

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    11/18

    426 M.J. Ablowitz et al. / Physica D 152153 (2001) 416433

    Fig. 4. Time series from gages (a) 0, (b) 1, (c) 2, (d) 3, and (e) 4 obtained when the carriage was fixed so that gage 1 was 840cm from

    gage 0.

    the carriage begins motion would remain constant,

    except for some viscous decay, as happens in Fig. 6e.

    However, this does not occur in the traces of Figs.

    6bd, presumably because of a mismatch in linear

    and actual group speed. We note that evidence ofreflections occur after about 61 s.

    For the modulated wave train initial data, phase

    plane plots show that the wave is reproducible near

    the wavemaker. However, as the wave travels down

    the tank we obtain Lissajous-type figures (see, e.g.

    Fig. 5b) indicating that a complicated phase shift de-

    velops between the waves of two experiments and

    cannot be simply removed. Indeed subsequent exper-

    iments show that different Lissajous figures, with di-

    verging phase trajectories are obtained, each of which

    correspond to different complicated phase shifts. The

    phase shifts are sensitive to small changes in initial

    data. Unlike the soliton, the two time series start to

    diverge indicating the experiment is irreproducible.

    Spatial data associated with modulated periodic

    wave trains was also obtained yielding a different

    perspective of the evolution. Some of the spatial data

    were used in the numerical experiments, discussed

    below, as initial conditions. The spatial envelope isreconstructed by concatenating 40 sets of data for

    each of the four gages. In the 40 experiments, the

    initial location of the carriage differs by 1 cm suc-

    cessively for each experiment. The result is 160 time

    series of the water surface spaced 1 cm apart which

    are used to reconstruct the spatial profile of the water

    surface, 160 cm long, by concatenating the data sets.

    Our ability to measure a spatial envelope by conduct-

    ing 40 experiments requires the experiments to be

    reproducible.

    Fig. 7 shows six spatial profiles obtained in this

    way. Fig. 7a shows the spatial profile near the wave-

    maker, before the wave has reached the wavegages.

    This profile provides a benchmark for the level of

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    12/18

    M.J. Ablowitz et al. / Physica D 152153 (2001) 416433 427

    Fig. 5. Phase plane plots for: (a) experimental soliton data; (b)

    experimental modulated wave train data.

    noise as indicated by the miniscule blips in what

    should actually be a flat surface level. At t= 15s,the waveform is somewhat close to the wavemaker

    and the blips in the data are not significant (Fig. 7c).

    Further down the tank additional crests start to form.

    The blips become significant and no longer represent

    a simple non-smoothness in the wave profile. By 40 s,the periodicity of the underlying wave train is lost

    (Fig. 7f). The degeneration of the spatial coherence

    of the wavefield indicates that the experiments are not

    reproducible. This experimental irreproducibility and

    the theory presented below are evidence that modu-

    lated Stokes wave trains evolve chaotically for certain

    parameter regimes.

    4. Numerical experiments

    We have shown experimentally that periodically

    modulated nonlinear Stokes waves can evolve chaoti-

    cally. Armed with this information and the analytical

    background, in this section we turn to the issue of

    determining the qualitative features of the evolution

    and whether it can be successfully modeled with the

    HONLS equation. This is accomplished by the fol-

    lowing: (1) we do some additional post-processing of

    the data from the laboratory experiments. We calcu-

    late the Floquet spectral decomposition of the labora-tory data at sampled times. This establishes that the

    water wave dynamics is characterized by leftright

    homoclinic transitions. (2) We numerically examine

    the long-time dynamics of the HONLS equation. We

    first establish the parameter regimes for which the

    HONLS exhibits chaotic behavior (if at all) using

    model initial data. When solutions to the HONLS

    equation are regular and O() close to NLS solutions

    for the same initial data we consider the NLS equation

    to adequately describe the dynamics in that regime.

    Once the basic HONLS dynamics is understood,

    we examine the HONLS using experimental data asinitial data, to allow a closer comparison with the

    laboratory experiments. The diagnostics indicate that

    the numerical experiments compare very well with

    the laboratory experiments. For certain regimes (i.e.

    when a higher number of unstable modes are present)

    the higher-order nonlinear terms become critical and

    for these cases the dominant features of the chaotic

    behavior is captured by the HONLS equation.

    In the numerical experiments the parameter values

    are specified in the nondimensionalized framework

    and have been carefully matched with the parame-

    ters used in the laboratory experiments. We use afourth-order pseudo-spectral code for integrating the

    HONLS equation (3) with N= 512 Fourier modesin space and a fourth-order adaptive Runge-Kutta

    scheme in time. As in the laboratory experiments,

    reproducibility is studied using phase plane plots.

    In the phase plane plots the evolution of the sur-

    face displacement obtained using initial data

    u(x, 0) is graphed against the evolution of the sur-

    face displacement obtained using u(x, 0), whereu(x, 0)=u(x, 0)(1+ ur (x)), is on the order ofexperimental error (1%) and ur (x) is taken to be a

    random field. The formula for the reconstruction of

    (the phase plane plot is the one diagnostic where

    dimensional coordinates are presented) in terms ofu

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    13/18

    428 M.J. Ablowitz et al. / Physica D 152153 (2001) 416433

    Fig. 6. Time series from gages (a) 0, (b) 1, (c) 2, (d) 3, (e) 4. Gage 0 is at rest, 40 cm from the wavemaker. Gages 14 are mounted on a

    carriage that translates downstream at the linear group velocity starting at 21.3 s.

    can be found in Section 2. The associated nonlinear

    spectral theory of the NLS equation is also used to

    investigate the dynamics. The data provided by boththe physical and numerical experiments is projected

    onto the nonlinear spectrum of the NLS and we fol-

    low its evolution in time to determine changes in the

    nonlinear mode content. Although in the experiments

    the spectrum is computed every dt= 0.1, it is onlyshown at sampled times.

    The benchmark case is the soliton case using model

    initial data of the form u(x, 0)=sech(x), i.e. a soli-ton with zero velocity. The spacetime evolution of

    the waveform obtained using the HONLS equation

    with

    = 0.14, for 0 < t < 5, is given in Fig. 8a.

    The soliton develops an O() velocity and sheds a

    small amount of radiation off the front of the soli-

    ton, but the dynamics is regular. The phase plane plot,

    for 0 < t < 10, remains close to the 45 line withlittle spread (Fig. 8b), as was observed in the labo-

    ratory experiments. Although the spectrum is not in-variant, the spectral plots show that the spectrum does

    not change configuration and that there are only small

    O() changes in the amplitude and speed of the soli-

    ton. This indicates that we obtain a reproducible ex-

    periment when the initial conditions are solitons and

    supports the notion that, for envelope solitons for the

    time scales under consideration, the unperturbed NLS

    equation adequately describes the long-time dynamics.

    The other model initial data we considered cor-

    responded to modulationally unstable periodic wave

    trains and is of the form

    u(x, 0)=a(1 + T cos nx) (16)with T = 0.1. We varied the amplitude a in the

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    14/18

    M.J. Ablowitz et al. / Physica D 152153 (2001) 416433 429

    Fig. 7. Spatial profiles corresponding to times of (a) 1.00s, (b) 12.00 s, (c) 15.00s, (d) 29.00 s, (e) 33.00s, and (f) 40.00s after the start

    of data collection. The dots represent the experimental data.

    Fig. 8. (a) Surface for u(x, 0)= sech x obtained using the HONLS equation with = 0.14 for 0 < t < 5; (b) Phase plane plot of thesurface amplitude (mm) vs. for model soliton initial data for 0 < t

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    15/18

    430 M.J. Ablowitz et al. / Physica D 152153 (2001) 416433

    instability criterion to have M = 1, 3, 5 unstablemodes nearby (and we denote this as the M unsta-

    ble mode regime). In [21], we have shown that for

    data T there are 2n+1 simple imaginary points inthe spectrum: 0 and{n+, n}, n= 1, 2, . . . , M .When T is asymptotically small, the simple points

    n+, n of the spectrum ofL

    get successively closerto each other with their distance from a double point

    being O(nT), n= 1, 2 . . . , M . The distance from adouble point can be made arbitrarily small by taking

    M sufficiently large. Thus, the evolution can exhibit

    homoclinic transitions in which case the dynamics is

    irregular and chaotic.

    For initial data in the one unstable mode regime (e.g.

    (16) with a= 0.5, T= 0.1 and L= 2

    2 ), we

    found that the solution of the HONLS equation with

    = 0.14, 0 < t < 2.5, is well approximated by thesolution obtained using the NLS equation. The wave-

    form does not display any temporal irregularities andhomoclinic transitions do not occur; stable nonchaotic

    dynamics ensue. The phase plane plot is very close

    to the 45 line. The spectral configuration is the leastcomplicated of all the modulated wave train cases. The

    initial data is for a standing wave gap state. As time

    evolves, the discrete eigenvalues remain well separated

    and do not evolve into sensitive regions. By t= 2.5,

    Fig. 9. (a) Surface for initial data (16) with a=0.7 and L=4

    2 obtained using the HONLS equation with =0.28 for 0 < t

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    16/18

    M.J. Ablowitz et al. / Physica D 152153 (2001) 416433 431

    Fig. 10. (a) Phase plane plot of vs. for experimental initial data for 0 < t < 5. Notice the similarity to Fig. 5b. Spectral plotscorresponding to times of (b) 0.0, (c) 0.5, (d) 1.0, (e) 2.0, (f) 2.1, and (g) 2.6. Solid darkened curves are curves of spectrum and we have

    included some of the curves of real (the dashed curves) to give an indication of the topological changes in the spectrum.

    We refer the reader to the spectral plots for the ex-

    perimental data (Figs. 10bf) for a sample of the

    changes in the spectral configuration that occur in

    this regime. This is a generalization of the basic

    mechanism for chaos in the noneven regime that we

    observed for one unstable mode (cf. Section 2). In

    the spectral plots only the spectrum related to the

    dominant low modes is shown. The amplitude of

    the higher modes is very small and the spectrum of

    these radiative states is not depicted as the radiation

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    17/18

    432 M.J. Ablowitz et al. / Physica D 152153 (2001) 416433

    modes are not significant in the description of the

    chaotic state. For the case M= 5, we found that thephase plane plot diverges from the 45line even morestrongly than for M= 3. The spectrum evolved sig-nificantly and we found more numerous homoclinic

    transitions than with M= 3. The cases M= 3, 5yield strong temporal irregularities and, for the timescales under consideration, chaotic dynamics. The ex-

    amination of the model data demonstrates that when

    there are a higher number of unstable modes present

    initially, the NLS is inadequate and the HONLS per-

    turbations make a significant difference to the final

    evolution.

    The numerical results for the HONLS using the

    experimental data as initial data provide evidence of

    chaotic evolutions consistent with the laboratory re-

    sults. For the experimental data, denoted as E we

    use u(x, 0)= the spatial envelope of the modulatedwave train obtained near the wavemaker (see Fig. 7b).This data corresponds to a multi-phase solution in the

    three unstable mode regime. Using initial data E , for

    short times the experiment is reproducible and the

    phase plane plot stays close to the 45 line. As thewavefield evolves, the experiment is rendered irrepro-

    ducible. A complicated phase shift develops between

    the experiments that changes with time resulting in a

    phase plane plot (Fig. 10a) that is remarkably similar

    to that of the laboratory data (Fig. 5b).

    The spectral results are striking. The spectrum at

    t

    = 0 (Fig. 10b) depicts four curves of spectrum

    with seven simple eigenvalues as the end points ofspectrum. The three nearby complex double points

    (labeling the three unstable modes) correspond to

    the center locations between the simple eigenvalues.

    We number them according to their distance from

    the origin with the first mode being farthest. The

    spectrum evolves significantly in time and a number

    of homoclinic transitions between modes occur. As

    mentioned previously, only the spectrum related to

    the dominant low modes is shown in Fig. 10 as the

    transitions occur within a fixed, low-dimensional set

    of nonlinear modes. Figs. 10bg give an overview of

    the changes in the spectral configuration and show the

    spectrum at six time slices, at (b) t=0.0, (c)t=0.5,(d) t= 1.0, (e) t= 2.0, (f) t= 2.1, and (g) t= 2.6.

    In Figs. 10b and c the transition in the orientation of

    the third and fourth curves of spectrum indicates a

    bifurcation in the third nonlinear mode of the solution

    between left- and right-traveling. Similarly, between

    Figs. 10c and d, there is a change in the orientation

    of the first and second curves indicating a homoclinic

    transition for the first mode. Later in the evolution,the eigenvalues and homoclinic double points move

    away from the imaginary axis (see Figs. 10eg). In

    this sequence of plots the second and third curves

    in the spectral configuration switch orientation and

    back again indicating leftright flipping in the second

    mode. For the timeframe examined, 0 < t < 5, there

    are frequent random leftright homoclinic transitions

    in all of the unstable nonlinear modes. Each of these

    transitions corresponds to a change in the character-

    istics of the nonlinear modes and leads to physical

    changes in the wave field.

    Finally, we remark upon the spectral decompositionof the laboratory data. Using the actual physical data

    (not evolving with the HONLS equation) we compute

    the spectrum. Fig. 10b and Figs. 11a and b provide

    the spectrum at t= 12, 29 and 32 s, respectively. Sig-nificantly, the evolution is unmistakably characterized

    by leftright homoclinic transitions! These three time

    slices demonstrate a switching in the orientation of

    the first and second bands of spectrum indicating that

    the first mode is switching from left- to right-traveling.

    We also note that at later times (see Figs. 11a and b)

    there are only two nonreal eigenvalues, as opposed to

    three earlier, as indicated in Fig. 10b. We believe the

    Fig. 11. Spectral plots for the laboratory data corresponding to

    times of (a) 29.0 s, and (b) 32.0 s. Solid darkened curves are curvesof spectrum and we have included some of the curves of real

    (the dashed curves) to give an indication of the topological

    changes in the spectrum.

  • 8/11/2019 LONG-TIME DYNAMICS OF THE MODULATIONAL INSTABILITY OF DEEP WATER WAVES.pdf

    18/18

    M.J. Ablowitz et al. / Physica D 152153 (2001) 416433 433

    reason for the loss of an eigenvalue, i.e. reduction

    from three unstable modes to two unstable modes, is

    due to viscous damping which has not been incorpo-

    rated into the theory. Nevertheless, it is remarkable that

    the leftright switching scenario is still apparent. Thus,

    the dissipation does not interact significantly with the

    chaotic mechanism. Based upon the results presentedin this paper, the long-time evolution of the modu-

    lational instability and subsequent chaotic dynamics

    is adequately described by the HONLS equation (3).

    However, we note that (linear) damping should be

    added to better describe amplitude changes. We shall

    investigate this effect in the future.

    Acknowledgements

    This work was partially supported by the AFOSR

    USAF, Grant No. F49620-00-1-0031 and the NSF,

    Grant Nos. DMS-0070772, DMS-9803567 and

    DMS-9972210.

    References

    [1] G.G. Stokes, Camb. Trans. 8 (1847) 441473.

    [2] T. Levi-Civita, Math. Ann. XCIII (1925) 264.

    [3] T.B. Benjamin, J.E. Feir, J. Fl. Mech. 27 (1967) 417430.

    [4] V.E. Zakharov, Phys. J. Appl. Mech. Technol. Phys. 4 (1968)

    190194.

    [5] D.J. Benney, G.J. Roskes, Stud. Appl. Math. 48 (1969) 377

    385.

    [6] E.D. Belokolos, A.I. Bobenko, V.Z. Enolskii, A.R. Its,

    V.B. Matveev, Algebro-geometric Approach to NonlinearIntegrable Problems, Springer Series in Nonlinear Dynamics,

    Springer, Berlin, 1994.

    [7] M.J. Ablowitz, H. Segur, Solitons and the Inverse Scattering

    Transform, SIAM, Philadelphia, PA, 1981.

    [8] V.E. Zakharov, A.B. Shabat, Sov. Phys. JETP 34 (1972) 62

    69.

    [9] H.C. Yuen, B.M. Lake, Phys. Fluids 18 (1975) 956960.

    [10] W.E. Ferguson, H. Flaschka, D.W. McLaughlin, J. Comput.

    Phys. 45 (1982) 157209.

    [11] A.R. Bishop, M.G. Forest, D.W. McLaughlin, E.A. Overman

    II, Physica D 23 (1986) 293328.[12] N. Ercolani, M.G. Forest, D.W. McLaughlin, Physica D 43

    (1990) 349384.

    [13] D.W. McLaughlin, E.A. Overman, Surv. Appl. Math. 1 (1995)

    83203.

    [14] M.J. Ablowitz, B.M. Herbst, Phys. Rev. Lett. 62 (1989) 2065

    2068.

    [15] D.W. McLaughlin, C.M. Schober, Physica D 57 (1992) 447

    465.

    [16] M.J. Ablowitz, B.M. Herbst, C.M. Schober, Phys. Rev. Lett.

    71 (1993) 26832686.

    [17] M.J. Ablowitz, B.M. Herbst, C.M. Schober, Physica A 228

    (1996) 212235.

    [18] E. Lo, C.C. Mei, J. Fluid Mech. 150 (1985) 395408.

    [19] K.B. Dysthe, Proc. Roy. Soc. London A 369 (1979) 105114.

    [20] K. Trulsen, K.B. Dysthe, Wave Motion 24 (1996) 281289.

    [21] M.J. Ablowitz, C.M. Schober, Contemp. Math. 172 (1994)

    253268.

    [22] M.J. Ablowitz, J. Hammack, D. Henderson, C.M. Schober,

    Phys. Rev. Lett. 84 (2000) 887890.

    [23] A. Calini, C.M. Schober, Math. Comput. Simulation 55 (2001)

    351364.

    [24] Y. Li, D.W. McLaughlin, J. Shatah, S. Wiggins, Commun.

    Pure Appl. Math. 49 (1996) 11751255.

    [25] M.G. Forest, C.G. Goedde, A. Sinha, Math. Comput.

    Simulation 37 (1994) 323339.

    [26] M.G. Forest, C.G. Goedde, A. Sinha, Physica D 67 (1993)

    347386.

    [27] M.J. Ablowitz, B.M. Herbst, C.M. Schober, J. Comput. Phys.

    126 (1996) 299314.

    [28] A. Calini, N. Ercolani, D.W. McLaughlin, C.M. Schober,

    Physica D 89 (1996) 227260.[29] M.J. Ablowitz, B.M. Herbst, C.M. Schober, J. Comput. Phys.

    131 (1997) 354367.