Skip to main content
Proceedings. Mathematical, Physical, and Engineering Sciences logoLink to Proceedings. Mathematical, Physical, and Engineering Sciences
. 2017 Jul 19;473(2203):20170153. doi: 10.1098/rspa.2017.0153

Modulational instability in the full-dispersion Camassa–Holm equation

Vera Mikyoung Hur 1,, Ashish Kumar Pandey 1
PMCID: PMC5549566  PMID: 28804258

Abstract

We determine the stability and instability of a sufficiently small and periodic travelling wave to long-wavelength perturbations, for a nonlinear dispersive equation which extends a Camassa–Holm equation to include all the dispersion of water waves and the Whitham equation to include nonlinearities of medium-amplitude waves. In the absence of the effects of surface tension, the result qualitatively agrees with the Benjamin–Feir instability of a Stokes wave. In the presence of the effects of surface tension, it qualitatively agrees with those from formal asymptotic expansions of the physical problem and improves upon that for the Whitham equation, predicting the critical wave number at the strong surface tension limit. We discuss the modulational stability and instability in the Camassa–Holm equation and other related models.

Keywords: full dispersion, Camassa–Holm, modulational instability, surface tension

1. Introduction

In the 1960s, Whitham (see [1], for instance) proposed

ηt+cww(β|x|)ηx+(3(1+αη)3)ηx=0, 1.1

to argue for wave breaking in shallow water. That is, the solution remains bounded but its slope becomes unbounded in finite time. Here, tR is proportional to elapsed time, xR is the spatial variable in the primary direction of wave propagation and η=η(x,t) is the fluid surface displacement from the undisturbed depth=1; α is the dimensionless amplitude parameter and β is the long-wavelength parameter. Moreover, cww(|∂x|) is a Fourier multiplier operator, defined as

cww(|x|)f^(κ)=tanhκκf^(κ). 1.2

Note that cww(κ) is the phase speed in the linear theory of water waves. For small-amplitude waves satisfying α≪1, we may expand the nonlinearity of (1.1) up to terms of order α to arrive at

ηt+cww(β|x|)ηx+32αηηx=0. 1.3

For relatively shallow water or, equivalently, relatively long waves satisfying β≪1, we may expand the right-hand side of (1.2) up to terms of order β to find

cww(βk)=116βk2+O(β2).

Therefore, for small-amplitude and long waves satisfying α=O(β) and β≪1, (1.1) becomes the famous Korteweg–de Vries equation

ηt+ηx+16βηxxx+32αηηx=0. 1.4

As a matter of fact, for physically relevant initial data, the solutions of the Whitham equation and the Korteweg–de Vries equation differ from those of the water wave problem merely by higher-order terms during the relevant time scale; see [2], for instance, for details. But (1.3) and (1.2) may offer improvements over (1.4) for short waves. Whitham conjectured wave breaking in (1.3) and (1.2), and Hur [3] (see also [4]) recently solved it. By contrast, no solutions of (1.4) break.

Moreover, Johnson & Hur [5] showed that a sufficiently small and 2π/κ periodic travelling wave of the Whitham equation is spectrally unstable to long-wavelength perturbations, provided that κ>1.146… . In other words, (1.3) (or (1.1)) and (1.2) predict the Benjamin–Feir instability of a Stokes wave (see [69], for instance). By contrast, periodic travelling waves of the Korteweg–de Vries equation are all modulationally stable. By the way, under the assumption that ηt+ηx is small, one may modify (1.4) to arrive at the Benjamin–Bona–Mahony equation

ηt+ηx16βηxxt+32αηηx=0. 1.5

Hur & Pandey [10] showed that a sufficiently small and 2π/κ periodic travelling wave of (1.5) is modulationally unstable if κ>3. Hence, the Benjamin–Bona–Mahony equation seems to predict the Benjamin–Feir instability. But the instability mechanism is different from that in the Whitham equation, or the water wave problem; see [10] for details.

Furthermore, in the presence of the effects of surface tension, Johnson & V.M.H. [11] determined the modulational stability and instability of a sufficiently small and periodic travelling wave of (1.3) and

cww(|x|;T)f^(κ)=(1+Tκ2)tanhκκf^(κ), 1.6

where T is the coefficient of surface tension. The result agrees by and large with those in [12,13], for instance, from formal asymptotic expansions of the physical problem. But it fails to predict the critical wave number at the ‘strong surface tension’ limit. Perhaps, this is not surprising because (1.3) neglects higher-order nonlinearities of the water wave problem. It is interesting to find a model which predicts the modulational stability and instability of a gravity capillary wave.

By the way, V.M.H & A.K.P. [14] recently extended the Whitham equation to include bidirectional propagation and showed that the ‘full-dispersion shallow water equations’ correctly predict the capillary effects on the Benjamin–Feir instability. Here, we seek higher-order nonlinearities in a unidirectional propagation model.

As a matter of fact, for medium-amplitude and long waves satisfying α=O(β) and β≪1, the Camassa–Holm equations for the fluid surface displacement

ηt+ηx+β(aηxxx+bηxxt)+32αηηx38α2η2ηx+316α3η3ηx=αβ(cηηxxx+dηxηxx) 1.7

and for the average horizontal velocity

ut+ux+β(auxxx+buxxt)+32αuux=αβ(cuuxxx+duxuxx), 1.8

where

0a16,b=a16,c=32a+16andd=92a+524,

extend the Korteweg–de Vries equation to include higher-order nonlinearities; see [2], for instance, for details. In the case of a=112, (1.7) becomes

ηt+ηx+112β(ηxxxηxxt)+32αηηx38α2η2ηx+316α3η3ηx=724αβ(ηηxxx+2ηxηxx),

which is particularly interesting because it predicts wave breaking; see [2] and references therein. Note that

3αη1+1+αη=32αη38α2η2+316α3η3+O(α4).

Lannes [2] combined the dispersion relation in the linear theory of water waves and nonlinearities of a Camassa–Holm equation, to propose the full-dispersion Camassa–Holm (FDCH) equation for the fluid surface displacement

ηt+cww(β|x|)ηx+3αη1+1+αηηx=αβ(512ηηxxx+2324ηxηxx), 1.9

where cww(|∂x|) is in (1.2), or (1.6) in the presence of the effects of surface tension. For long waves satisfying β≪1, (1.9) and (1.2) agree with (1.7), where a=16, up to terms of order β. But, including all the dispersion of water waves, (1.9) and (1.2) may offer improvements over (1.7) for short waves. For small-amplitude waves satisfying α≪1, (1.9) agrees with (1.3) up to terms of order α. But, including higher-order nonlinearities, (1.9) may offer improvements over (1.3) for medium-amplitude waves. For the average horizontal velocity, we may combine (1.2), or (1.6) in the presence of the effects of surface tension, and (1.8) to propose

ut+cww(β|x|)ux+32αuux=αβ(512uuxxx+2324uxuxx). 1.10

Note that it differs from (1.9) by higher power nonlinearities.

We follow along the same line as the arguments in [5,10,11] (see also [15]) and investigate the modulational stability and instability in the FDCH equation. A main difference lies in that the nonlinearities of (1.9) include higher-order derivatives than that of the Whitham equation. For instance, a periodic travelling wave of (1.9) is not a priori smooth. We examine the mapping properties of various operators to construct a smooth solution.

In the absence of the effects of surface tension, we show that a sufficiently small and 2π/κ periodic travelling wave of (1.9) and (1.2) is spectrally unstable to long-wavelength perturbations, provided that

κ>1.420

and stable to square integrable perturbations otherwise. The result qualitatively agrees with the Benjamin–Feir instability (see [7,8], for instance) and that for the Whitham equation [5]. The critical wave number compares reasonably well with 1.363… in [7,8]. Including the effects of surface tension, in the κ and κT plane, we determine the regions of modulational stability and instability for a sufficiently small and periodic travelling wave of (1.9) and (1.6); see figure 3 for details. The result qualitatively agrees with those in [12,13], for instance, from formal asymptotic expansions of the physical problem, and it improves upon that in [11] for the Whitham equation. In particular, κ(T)T1.283 as T, where κ(T) is a critical wave number, whereas the limit is unbounded for the Whitham equation [11].

Figure 3.

Figure 3.

Stability diagram for sufficiently small and periodic travelling wave of (2.1) and (1.6). To interpret, for any T>0, one must envisage a line through the origin with slope T. ‘S’ and ‘U’ denote stable and unstable regions, respectively. Solid curves labelled 1 through 4 represent the roots of i1 through i4, respectively. (Online version in colour.)

Moreover, we show that a sufficiently small and 2π/κ periodic travelling wave of (1.7) is modulationally unstable if κ>6. To the best of the authors’ knowledge, this is new. Hence, the Camassa–Holm equation seems to predict the Benjamin–Feir instability. But the instability mechanism is different from that in (1.9) and (1.2), or the water wave problem, similarly to the Benjamin–Bona–Mahony equation [10]. It is interesting to use the Evans function and other ODE methods to determine the modulational stability and instability in (1.7) for all amplitudes. Our result indicates that the stability result depends on the carrier wave, unlike for the Korteweg–de Vries equation.

In the absence of the effects of surface tension, we show that a sufficiently small and 2π/κ periodic travelling wave of (1.10) and (1.2) is modulationally unstable if κ is greater than a critical value, similarly to the Benjamin–Feir instability. But, in the presence of the effects of surface tension, the modulational stability and instability in (1.10) and (1.6) qualitatively agree with that in the Whitham equation [11]. In particular, it fails to predict the critical wave number at the strong surface tension limit. Therefore, we learn that the higher-power nonlinearities of (1.9) capture the capillary effects on the Benjamin–Feir instability, not the higher-derivative nonlinearities.

It is interesting to explore breaking, peaking and other phenomena of water waves in (1.9) and (1.2) (or (1.6)). By the way, (1.9) and (1.10), where a=112, both predict wave breaking, but maxxRηx(x,) at the breaking time for (1.9), while minxRux(x,) for (1.10); see [2] and references therein.

Notation. Let T denote the unit circle in C. We identify functions over T with 2π periodic functions over R via f(eiz)=F(z) and, for simplicity of notation, we write f(z) rather than f(eiz). For p in the range [1,], let Lp(T) consist of real- or complex-valued, Lebesgue measurable, and 2π periodic functions over R such that

fLp(T):=(12πππ|f(z)|pdz)1/p<ifp<

and fL(T):=ess supπ<zπ|f(z)|< if p=. Let H1(T) consist of L2(T) functions whose derivative is in L2(T). Let H(T)=k=0Hk(T).

For fL1(T), the Fourier series of f is defined by

nZf^(n)einz,wheref^(n)=12πππf(z)einzdz.

If fL2(T), then its Fourier series converges to f pointwise almost everywhere. We define the L2(T) inner product as

f1,f2L2(T)=12πππf1(z)f2(z)dz=nZf^1(n)f^2(n). 1.11

2. Sufficiently small and periodic travelling waves

We determine periodic travelling waves of the FDCH equation, after normalization of parameters,

ηt+cww(|x|;T)ηx+3η1+1+ηηx=(512ηηxxx+2324ηxηxx), 2.1

where cww(|∂x|;T) is in (1.6), and we calculate their small-amplitude expansion.

For any T≥0, cww(⋅;T) is even and real analytic, and cww(0;T)=1. Note that cww(|x|;0):Hs(R)Hs+1/2(R) for any sR, and for T>0, cww(|x|;T):Hs+1/2(R)Hs(R); see [5,11], for instance, for details.

Note that cww(⋅;0) decreases to zero monotonically away from the origin. For T13, cww(⋅ ;T) increases monotonically and unboundedly away from the origin. For 0<T<13, on the other hand, cww′(0;T)=0, cww′′(0;T)<0 and cww(κ;T) as κ. Hence, cww(⋅;T) possesses a unique minimum over the interval (0,) (figure 1).

Figure 1.

Figure 1.

Schematic plots of cww(⋅;T) for (a) T=0, (b) T13 and (c) 0<T<13. (Online version in colour.)

By a travelling wave of (2.1) and (1.6), we mean a solution of the form η(x,t)=η(xct) for some c>0, the wave speed, where η satisfies by quadrature

(cww(|x|;T)c3)η+2(1+η)3/22+512ηηxx+1348ηx2=(1c)2b

for some bR. We seek a periodic travelling wave of (2.1) and (1.6). That is, η is a 2π periodic function of z:=κx for some κ>0, the wave number, and it satisfies

(cww(κ|z|;T)c3)η+2(1+η)3/22+512κ2ηηzz+1348κ2ηz2=(1c)2b. 2.2

Note that

cww(κ|z|;0):Hs(T)Hs+1/2(T)andcww(κ|z|;T):Hs+1/2(T)Hs(T) 2.3

for T>0, for any κ>0 and sR. Note that

cww(κ|z|;T)einz=cww(nκ;T)einzfor nZ. 2.4

Note that (2.2) remains invariant under

zz+z0andzz 2.5

for any z0R. Hence, we may assume that η is even. But (2.2) does not possess scaling invariance. Hence, we may not a priori assume that κ=1. Moreover, (2.2) does not possess Galilean invariance. Hence, we may not a priori assume that b=0. By contrast, the Whitham equation for periodic travelling waves possesses Galilean invariance; see [11], for instance.

We follow along the same line as the arguments in [5,10,11], for instance, to construct periodic travelling waves of (2.1) and (1.6). But a difference lies in the lack of a priori smoothness of solutions of (2.2).

For any T≥0 and an integer k≥0, let

F:Hk+2(T)×R+×R×R+Hk(T)

denote

F(η,c;b,κ,T)=(cww(κ|z|;T)c3)η+2(1+η)3/22+512κ2ηηzz+1348κ2ηz2(1c)2b. 2.6

It is well defined by (2.3) and a Sobolev inequality. We seek a solution ηHk+2(T), c>0 and bR of

F(η,c;b,κ,T)=0. 2.7

As k is arbitrary, ηH(T). Note that F is invariant under (2.5). Hence, we may assume that η is even.

For any T≥0, and c>0, bR, κ>0, note that

Fη(η,c;b,κ,T)ζ=(cww(κ|z|;T)c3+3(1+η)1/2κ2(512(ηzz+ηz2)+1324ηzz))ζ:Hk+2(T)Hk(T)

is continuous by (2.3) and a Sobolev inequality. Here, a subscript means Fréchet differentiation. Moreover, for any T≥0, and ηHk+2(T), κ>0, bR, note that Fc(η;κ,c,b)=η+2(1c)b:RHk(T) is continuous. As Fb(η;κ,c,b)=−(1−c)2 and

Fκ(η;κ,c,b):=cww(κ|z|;T)η+56κηηzz+1324κηz2

are continuous likewise, F depends continuously differentiably on its arguments. Furthermore, as the Fréchet derivatives of F with respect to η, and c, b of all orders ≥3 are zero everywhere by brutal force, and as cww is a real analytic function, F is a real analytic operator.

(a). Bifurcation condition

For any T≥0, κ>0, for any c>0, bR and |b| sufficiently small, note that

η0(c;b,κ,T)=b(1c)+O(b2), 2.8

makes a constant solution of (2.6)–(2.7) and, hence, (2.2). It follows from the implicit function theorem that if non-constant solutions of (2.6)–(2.7) and, hence, (2.2) bifurcate from η=η0 for some c=c0 then, necessarily,

L0:=Fη(η0,c0;b,κ,T):Hk+2(T)Hk(T),

where

L0=cww(κ|z|;T)c03+3(1+η0)1/2+512κ2η0z2, 2.9

is not an isomorphism. Here, η0 depends on c0, but we suppress it for simplicity of notation. A straightforward calculation reveals that L0 einz=0, nZ, if and only if

c0=cww(nκ;T)3+3(1+η0)1/2512κ2n2η0. 2.10

For b=0 and, hence, η0=0 by (2.8), it simplifies to c0=cww(;T). Without loss of generality, we restrict the attention to n=1. For |b| sufficiently small, (2.10) and (2.8) become, respectively,

c0(b,κ,T)=cww(κ;T)+b(32512κ2)(1cww(κ;T))+O(b2) 2.11

and

η0(b,κ,T)=b(1cww(κ;T))+O(b2). 2.12

For T=0, as cww(κ;0)>cww(;0) for n=2,3,… everywhere in R (figure 1a), it is straightforward to verify that, for any κ>0, bR and |b| sufficiently small, the kernel of L0:Hk+2(T)Hk(T) is two-dimensional and spanned by e±iz. Moreover, the co-kernel of L0 is two-dimensional. Therefore, L0 is a Fredholm operator of index zero.

Similarly, for T13, since cww(κ;T)<cww(;T) for n=2,3,… everywhere in R (figure 1b), for any κ>0, bR and |b| sufficiently small, L0:Hk+2(T)Hk(T) is a Fredholm operator of index zero, whose kernel is two-dimensional and spanned by e±iz.

For 0<T<13, on the other hand, for any integer n≥2, it is possible to find some κ such that cww(κ;T)=cww(;T) (figure 1c). If

cww(κ;T)cww(nκ;T)for any n=2,3,, 2.13

then L0:Hk+2(T)Hk(T) is likewise a Fredholm operator of index zero, whose kernel is two-dimensional and spanned by e±iz. But if cww(κ;T)=cww(;T) for some integer n≥2, resulting in the resonance of the fundamental mode and the nth harmonic, then the kernel is four-dimensional. We do not discuss this here.

(b). Lyapunov–Schmidt procedure

For any T≥0, κ>0 satisfying (2.13), bR and |b| sufficiently small, we employ a Lyapunov–Schmidt procedure to construct non-constant solutions of (2.6)–(2.7) and, hence, of (2.2) bifurcating from η=η0 and c=c0, where η0 and c0 are in (2.12) and (2.11). Throughout the proof, T, κ and b are fixed and suppressed for simplicity of notation.

Recall that F(η0,c0)=0, where F is in (2.6), and L0 e±iz=0, where L0 is in (2.9). We write that

η(z)=η0+12(aeiz+aeiz)+ηr(z)andc=c0+cr, 2.14

and we require that aC, ηrHk+2(T) be even and

ηr,e±izL2(T)=0, 2.15

and crR. Substituting (2.14) into (2.6)–(2.7), we use F(η0,c0)=0, L0 e±iz=0 and we make an explicit calculation to arrive at

L0ηr=(3(1+η0)1/2+cr)(12(aeiz+aeiz)+ηr)2(1+η0+12(aeiz+aeiz)+ηr)3/21348κ2(i2(aeizaeiz)+ηr)2512κ2(12(aeiz+aeiz)+ηr)(12(aeiz+aeiz)+ηr)=:g(ηr;a,a,cr). 2.16

Here and elsewhere, the prime means ordinary differentiation. Note that

g:Hk+2(T)×C×C×RHk(T).

Recall that F is a real analytic operator. Hence, g depends analytically on its arguments. Clearly, g(0;0,0,cr)=0 for all crR.

Let Π:L2(T)kerL0 denote the spectral projection, defined as

Πf(z)=f^(1)eiz+f^(1)eiz.

As Πηr=0 by (2.15), we may rewrite (2.16) as

L0ηr=(1Π)g(ηr;a,a,cr)and0=Πg(ηr;a,a,cr). 2.17

Moreover, for any T≥0, and κ>0 satisfying (2.13), note that L0 is invertible on (1Π)Hk(T). Specifically,

L01f(z)=n±1f^(n)cww(κn;T)cww(κ;T)+(5/12)κ2η0(1n2)einz.

Hence, we may rewrite (2.17) as

ηr=L01(IΠ)g(ηr;a,a,cr)and0=Πg(ηr;a,a,cr). 2.18

Note that L01:(1Π)Hk(T)Hk(T) is bounded. We claim that

L01:(1Π)Hk(T)Hk+2(T)

is bounded. As a matter of fact,

|n2f^(n)cww(κn;T)cww(κ;T)+(512)κ2η0(1n2)|C|f^(n)|

for some constant C>0 for nZ and |n| sufficiently large. Therefore, for any a,aC and crR,

L01(1Π)g:Hk+2(T)Hk+2(T)

is bounded. Note that it depends analytically on its argument. As g(0;0,0,cr)=0 for any crR, it follows from the implicit function theorem that a unique solution η2=ηr(a,a*,cr) exists for the former equation of (2.18) near ηr=0 for aC and |a| sufficiently small for any crR. Note that η2 depends analytically on its arguments and it satisfies (2.15) for |a| sufficiently small for any crR. The uniqueness implies

η2(0,0,cr)=0for any crR. 2.19

Moreover, as (2.6)–(2.7) and, hence, (2.18) are invariant under (2.5) for any z0R, it follows that

η2(a,a,cr)(z+z0)=η2(aeiz0,aeiz0,cr)andη2(a,a,cr)(z)=η2(a,a,cr)(z) 2.20

for any z0R for any aC and |a| sufficiently small, and crR.

To proceed, we rewrite the latter equation in (2.18) as

Πg(η2(a,a,cr);a,a,cr)=0

for aC and |a| sufficiently small for crR. This is solvable, provided that

π±(a,a,cr):=g(η2(a,a,cr);a,a,cr),aeiz±aeizL2(T)=0. 2.21

We use (2.20), where z0=2arg(a), and (2.21) to show that

π(a,a,cr)=π(a,a,cr)=π(a,a,cr).

Hence, π(a,a*,cr)=0 holds for any aC and |a| sufficiently small for any crR. Moreover, we use (2.20), where z0=arg(a), and (2.21) to show that

π+(a,a,cr)=π+(|a|,|a|,cr).

Hence, it suffices to solve π+(a,a,cr)=0 for any a,crR and |a| sufficiently small.

Substituting (2.16) into (2.21), where ηr=η2(a,a,cr), we make an explicit calculation to arrive at

π+(a,a,cr)=a2(πcr+πr(a,cr)),

where

πr(a,cr)=2a1(1+η0+acosz+η2(a,a,cr)(z))3/2,cosz512κ2(η2(a,a,cr)(z)η2(a,a,cr)(z),cos2za1η2η2(a,a,cr)(z),cosz)1348κ2a1(η2(a,a,cr)(z)2,coszη2(a,a,cr)(z),sin2z),

and 〈⋅,⋅〉 means the L2(T) inner product. We claim that πr is well defined. As a matter of fact, a−1η2 is not singular for aR and |a| sufficiently small by (2.19). Clearly, πr and, hence, π± depend analytically on its arguments. As πr(0,0)=∂πr/∂cr(0,0)=0 by (2.19), it follows from the implicit function theorem that a unique solution cr=c1(a) exists for π+(a,a,cr)=0 and, hence, the latter equation of (2.18) near cr=0 for aR and |a| sufficiently small. Clearly, c1 depends analytically on a.

To recapitulate,

ηr=η2(a,a,c1(a))andcr=c1(a)

uniquely solve (2.18) for aR and |a| sufficiently small, and by virtue of (2.14),

η(a)(z)=η0+acosz+η2(a,a,c1(a))(z)andc(a)=c0+c1(a) 2.22

uniquely solve (2.6)–(2.7) and, hence, (2.2) for aR and |a| sufficiently small. Note that η is 2π periodic and even in z. Moreover, ηH(T).

For a,bR and |a|,|b| sufficiently small, we write that

η(a;b,κ,T)(z):=η0(b,κ,T)+acosz+a2η2(z)+a3η3(z)+ 2.23

and

c(a;b,κ,T):=c0(b,κ,T)+ac1+a2c2+, 2.24

where η2,η3,… are 2π periodic, even and smooth functions of z, and c1,c2,R.

We claim that c1=0. As a matter of fact, note that (2.2) and, hence, (2.6)–(2.7) remain invariant under zz+π by (2.5). Since η/a(0)(z)=cosz, however, η(z)≠η(z+π) must hold. Thus, ∂c/∂a(0)=0. This proves the claim. If ηj1,ηjL2(T)=0 for any integer j≥1, in addition, then c2j−1=0 for any integer j≥1. Hence, c is even in a.

Substituting (2.23) and (2.24) into (2.2), we may calculate the small amplitude expansion. The proof is very similar to that in [10], for instance. Hence, we omit the details.

Below we summarize the conclusion.

Lemma 2.1 (Existence of sufficiently small and periodic travelling waves) —

For any T≥0, κ>0 satisfying (2.13), bR and |b| sufficiently small, a one-parameter family of solutions of (2.2) exists, denoted by η(a;b,κ,T) and c(a;b,κ,T), for aR and |a| sufficiently small; ηH(T) and it is even in z; η and c depend analytically on a, and b, κ. Moreover,

η(a;b,κ,T)(z)=b(1cww(κ;T))+acosz+a2(h0+h2cos2z)+O(a(a+b)2) 2.25

and

c(a;b,κ,T)=cww(κ;T)+b(32512κ2)(1cww(κ;T))+a2c2+O(a(a+b)2), 2.26

as a,b→0, where

h0=(38796κ2)1cww(κ;T)1,h2=(381132κ2)1cww(κ;T)cww(2κ;T) 2.27

and

c2=(32512κ2)h0+(3412κ2)h2332. 2.28

3. Modulational instability index

For T≥0, κ>0 satisfying (2.13), a,bR and |a|,|b| sufficiently small, let η=η(a;b,κ,T) and c=c(a;b,κ,T), denote a sufficiently small and 2π/κ periodic travelling wave of (2.1) and (1.6), respectively, whose existence follows from the previous section. We address its modulational stability and instability.

Linearizing (2.1) about η in the coordinate frame moving at the speed c, we arrive at

ζt+κz(cww(κ|z|;T)c3+3(1+η)1/2+κ2(512(ηz2+ηzz)+1324ηzz))ζ=0,

where cww(κ|∂z|;T) is in (1.6). Seeking a solution of the form ζ(z,t)=eλκtζ(z), λC, we arrive at

λζ=z(cww(κ|z|;T)+c+33(1+η)1/2κ2(512(ηz2+ηzz)+1324ηzz))ζ=:L(a;b,κ,T)ζ. 3.1

We say that η is spectrally unstable to square-integrable perturbation if the L2(R) spectrum of L intersects the open right half-plane of C, and it is spectrally stable otherwise. Note that η is 2π periodic in z, but ζ needs not. Note that the spectrum of L is symmetric with respect to the reflections in the real and imaginary axes. Hence, η is spectrally unstable if and only if the spectrum of L is not contained in the imaginary axis.

It is well known (see [15], for instance, and references therein) that the L2(R) spectrum of L contains no eigenvalues. Rather, it consists of the essential spectrum. Moreover, a non-trivial solution of (3.1) does not belong to Lp(R) for any p[1,). Rather, if ζL(R) solves (3.1), then, necessarily,

ζ(z)=eiξzϕ(z),whereϕ(z+2π)=ϕ(z),

for some ξ in the range (12,12]. It follows from Floquet theory (see [15], for instance, and references therein) that λ belongs to the L2(R) spectrum of L if and only if

λϕ=eiξzL(a;b,κ,T)eiξzϕ=:L(ξ)(a;b,κ,T)ϕ 3.2

for some ξ(12,12] and ϕL2(T). Thus,

specL2(R)(L(a;b,κ,T))=ξ(1/2,1/2]specL2(T)(L(ξ)(a;b,κ,T)).

Note that, for any ξ∈(−1/2,1/2], the L2(T) spectrum of L(ξ) comprises eigenvalues of finite multiplicities. Thus the essential spectrum of L may be characterized as a one parameter family of point spectra of L(ξ) for ξ∈(−1/2,1/2]. Note that

specL2(T)(L(ξ))=(specL2(T)(L(ξ))).

Hence, it suffices to take ξ[0,12].

Note that ξ=0 corresponds to the same period perturbations as η. Moreover, ξ>0 and small corresponds to long-wavelength perturbations, whose effects are to slowly vary the period and other wave characteristics. They furnish the spectral information of L in the vicinity of the origin in C; see [15], for instance, for details. Therefore, we say that η is modulationally unstable if the L2(T) spectra of L(ξ) are not contained in the imaginary axis near the origin for ξ>0 and small, and it is modulationally stable otherwise.

For an arbitrary ξ, one must in general study (3.2) by means of numerical computation. But, for ξ>0 and small for λ in the vicinity of the origin in C, we may take a spectral perturbation approach in [5,10,11], for instance, to address it analytically.

Throughout the section, T≥0 and κ>0 satisfying (2.13) are suppressed for simplicity of notation, unless specified otherwise. We assume b=0. For non-zero b, one may explore in like manner. But the calculation becomes lengthy and tedious. We use

L(ξ,a)=L(ξ)(a;0,κ,T). 3.3

(a). Spectra of L(ξ,0) and L(0,a)

For a=0—namely, the rest state—a straightforward calculation reveals that

L(ξ,0)einz=iω(n+ξ)einzfor nZ and ξ[0,12], 3.4

where

ω(n+ξ)=(ξ+n)(cww(κ;T)cww(κ(n+ξ);T)). 3.5

For ξ=0, ω(1)=ω(−1)=ω(0)=0 and ω(n)≠0 otherwise. Hence, zero is an L2(T) eigenvalue of L(0,0) with multiplicity three. Moreover,

cosz,sinzand1 3.6

are the associated eigenfunctions, real-valued and orthogonal to each other. For ξ>0 sufficiently small, (±1+ξ) and (ξ) are the L2(T) eigenvalues of L(ξ,0) in the vicinity of the origin in C, and (3.6) are the associated eigenfunctions.

For aR and |a| sufficiently small for ξ=0, zero is an L2(T) eigenvalue of L(0,a) with algebraic multiplicity three and geometric multiplicity two, and

ϕ1(z):=(ηacacbηb)(a;0,κ,T)(z)=cosz+ap1+2ah2cos2z+O(a2),ϕ2(z):=1aηz(a;0,κ,T)(z)=sinz+2ah2sin2z+O(a2)andϕ3(z):=11cww(κ;T)ηb(κ,a,0;T)(z)=1+O(a2),} 3.7

are the associated eigenfunctions, where

p1=2h024c2185κ2=1185κ2(94316(32κ2)(1211κ2)cww(κ;T)cww(2κ;T)) 3.8

and h2 is defined in (2.27). The proof is nearly identical to that in [5], for instance. Hence, we omit the details.

(b). Spectral perturbation calculation

Recall that, for ξ>0 and sufficiently small for a=0, the L2(T) spectrum of L(ξ,0) contains three purely imaginary eigenvalues (±1+ξ) and (ξ) in the vicinity of the origin in C, and (3.6) spans the associated eigenspace. For ξ=0 for aR and |a| sufficiently small, the spectrum of L(0,a) contains three eigenvalues at the origin, and (3.7) spans the associated eigenspace.

For ξ>0, aR and ξ,|a| sufficiently small, it follows from perturbation theory (see [16], for instance, for details) that the L2(T) spectrum of L(ξ,a) contains three eigenvalues in the vicinity of the origin in C, and (3.7) spans the associated eigenspace. Let

L(ξ,a)=(L(ξ,a)ϕj,ϕkϕj,ϕj)j,k=1,2,3andI(a)=(ϕj,ϕkϕj,ϕj)j,k=1,2,3, 3.9

where ϕ1,ϕ2,ϕ3 are in (3.7). Throughout the subsection, 〈⋅ ,⋅〉 means the L2(T) inner product. Note that L represents the action of L on the eigenspace, spanned by ϕ1,ϕ2,ϕ3, and I is the projection of the identity onto the eigenspace. It follows from perturbation theory (see [16], for instance, for details) that for ξ>0, aR and ξ,|a| sufficiently small, the eigenvalues of L(ξ,a) agree in location and multiplicity with the roots of det(LλI) up to terms of order a.

For aR and |a| sufficiently small, a Baker–Campbell–Hausdorff expansion reveals that

L(ξ,a)=L(0,a)+iξ[L(0,a),z]12ξ2[[L(0,a),z],z]+O(ξ3)

as ξ→0, where [⋅ ,⋅] means the commutator. We merely pause to remark that [L,z] and [[L,z],z] are well defined in the periodic setting even though z is not. We use (3.1), (3.2) and (2.25), (2.26) to write

L(ξ,a)=Maz(32cosz+κ2(512cosz(z21)1324sinzz))iξa(32cosz+κ2(512(2zcoszz+cosz(z21))1324(sinzz+zsinz)))+O(ξ3+ξ2a+a2) 3.10

as ξ,a→0, where

M=L(0,0)+iξ[L(0,0),z]12ξ2[[L(0,0),z],z]

agrees with L(ξ,0) up to terms of order ξ2 as ξ→0. We then resort to (3.4), (3.5), and we make an explicit calculation to find that

L(ξ,0)einz=in(cww(κ;T)cww(nκ;T))einz+iξ(cww(κ;T)cww(nκ;T)κcww(nκ;T))einz12ξ2(2κcww(nκ;T)+κ2cww(nκ;T))einz+O(ξ3)

as ξ→0. Therefore, for T≥0 but T13, for κ>0 satisfying (2.13), M1=iξ(cww(κ;T)1),

M{coszsinz}=iξκcww(κ;T){coszsinz}±12ξ2(2κcww(κ;T)+κ2cww(κ;T)){sinzcosz},M{cos2zsin2z}=2(cww(κ;T)cww(2κ;T)){sin2zcos2z}+iξ(cww(κ;T)cww(2κ;T)2κcww(2κ;T)){cos2zsin2z}±12ξ2(2κcww(2κ;T)+κ2cww(2κ;T)){sin2zcos2z}.

For T=13, one must calculate higher-order terms in the expansion of L(ξ,0). We do not pursue this here.

We use (3.10), (3.7) and the above formula for M, and we make a lengthy but explicit calculation to find that

Lϕ1=iξκcww(κ;T)cosziξa(34748κ2p1(cww(κ;T)1))+iξa(34+3316κ2+2h2(cww(κ;T)cww(2κ;T)2κcww(2κ;T)))cos2z+12ξ2(2κcww(κ;T)+κ2cww(κ;T))sinz+O(ξ3+ξ2a+a2),Lϕ2=iξκcww(κ;T)sinz+iξa(34+3316κ2+2h2(cww(κ;T)cww(2κ;T)2κcww(2κ;T)))sin2z12ξ2(2κcww(κ;T)+κ2cww(κ;T))cosz+O(ξ3+ξ2a+a2),Lϕ3=a(356κ2)sinz+iξ(cww(κ;T)1)iξa(322324κ2)cosz+O(ξ3+ξ2a+a2)

as ξ,a→0, where p1 is in (3.8) and h2 is in (2.27).

To proceed, we take the L2(T) inner product of the above and (3.7), and we make a lengthy but explicit calculation to find that

Lϕ1,ϕ1=Lϕ2,ϕ2=12iξκcww(κ;T)+O(ξ3+ξ2a+a2),Lϕ1,ϕ2=Lϕ2,ϕ1=14ξ2(2κcww(κ;T)+κ2cww(κ;T))+O(ξ3+ξ2a+a2),Lϕ1,ϕ3=iξa(34+3648κ2+p1(cww(κ;T)1))+O(ξ3+ξ2a+a2),Lϕ2,ϕ3=0+O(ξ3+ξ2a+a2),Lϕ3,ϕ1=iξa(34+2348κ2+p1(cww(κ;T)1))+O(ξ3+ξ2a+a2),Lϕ3,ϕ2=a(34524κ2)+O(ξ3+ξ2a+a2),Lϕ3,ϕ3=iξ(cww(κ;T)1)+O(ξ3+ξ2a+a2)

as ξ,a→0, where p1 is in (3.8). Moreover, we take the L2(T) inner products of (3.7), and we make an explicit calculation to find that

ϕ1,ϕ1=ϕ2,ϕ2=12+O(ξ3+ξ2a+a2),ϕ1,ϕ2,ϕ2,ϕ3=0+O(ξ3+ξ2a+a2),ϕ1,ϕ3=ap1+O(ξ3+ξ2a+a2),ϕ3,ϕ3=1+O(ξ3+ξ2a+a2)

as ξ,a→0, where p1 is in (3.8). Together, (3.9) becomes

L(ξ,a)=a(34524κ2)(000000010)+iξ(κcww(κ;T)000κcww(κ;T)000cww(κ;T)1)+iξa(0034+724κ2+2p1(cww(κ;T)1)00034+2348κ2+p1(cww(κ;T)1)00)+ξ2(κcww(κ;T)+12κ2cww(κ;T))(010100000)+O(ξ3+ξ2a+a2) 3.11

and

I(a)=I+ap1(002000100)+O(a2) 3.12

as ξ,a→0, where p1 is in (3.8) and I is the 3×3 identity matrix.

(c). Modulational instability index

For any T≥0 but T13, κ>0 satisfying (2.13), for ξ>0, aR and ξ,|a| sufficiently small, we turn the attention to the roots of

det(LλI)(ξ,a;κ,T)=:(p3λ3+ip2λ2+p1λ+ip0)(ξ,a;κ,T),

where L and I are in (3.11) and (3.12). Details are found in [5], for instance. Hence, we merely hit the main points.

Let

q(iξλ)(ξ,a;κ,T)=(iξ3(q3λ3q2λ2q1λ+q0)(ξ,a;κ,T),

where pj=ξ3−jqj, j=0,1,2,3. Note that q0,q1,…,q3 are real-valued and depend analytically on ξ,a and κ for any ξ>0 and |a| sufficiently small for any κ>0 satisfying (2.13). Moreover, they are odd in ξ and even in a. For any T≥0 but T13, κ>0 satisfying (2.13), aR and |a| sufficiently small, a periodic travelling wave η(a;0,κ,T) and c(a;0,κ,T) of (2.1) and (1.6) is modulationally unstable, provided that q possesses a pair of complex roots or, equivalently,

Δ0(ξ,a;κ,T):=(18q3q2q1q0+q22q12+4q23q0+4q3q1327q32q02)(ξ,a;κ,T)<0

for ξ>0 and small, and it is modullationally stable if Δ0>0. Note that Δ0 is even in ξ and a. Hence, we write that

Δ0(ξ,a;κ,T)=:Δ0(ξ,0;κ,T)+a2Δ(κ;T)+O(a2(ξ2+a2))

as a→0 for ξ>0 and small. We then use (3.11) and (3.12), and we make a Mathematica calculation to show that

Δ0(ξ,0;κ,T)=κ2i12(κ;T)(ξi22+14ξ3κ2i12)2(κ;T)>0

as ξ→0. Therefore, if Δ<0, then Δ0<0 for ξ>0 and sufficiently small, depending on aR and |a| sufficiently small, implying modulational instability, whereas if Δ>0, then Δ0>0 for ξ>0, aR and ξ,|a| sufficiently small, implying modulational stability. We use (3.11) and (3.12), and we make a Mathematica calculation to find Δ explicitly.

Below we summarize the conclusion.

Theorem 3.1 (Modulational instability index) —

For any T≥0 but T13, for any κ>0 satisfying (2.13), a sufficiently small and 2π/κ periodic travelling wave of (2.1) and (1.6) is modulationally unstable, provided that

Δ(κ;T):=i1i2i3i4(κ;T)<0, 3.13

where

i1(κ;T)=(κcww(κ;T)),i2(κ;T)=(κcww(κ;T))1,i3(κ;T)=cww(κ;T)cww(2κ;T),i4(κ;T)=(3i2i2i3+6i3112κ2(57i2+34i3)+1108κ4(198i2+35i3))(κ,T),} 3.14

and cww(κ;T) is in (1.6). It is modulationally stable if Δ (κ;T)>0.

Theorem 3.1 reveals four resonance mechanisms which contribute to the sign change in Δ and, hence, to the change in the modulational stability and instability in (2.1) and (1.6). Note that

cww(κ;T)=the phase speedand(κcww(κ;T))=the group speed

in the linear theory. Specifically,

  • (R1) i1(κ;T)=0 at some κ; the group speed achieves an extremum at the wave number κ;

  • (R2) i2(κ;T)=0 at some κ; the group speed at the wave number κ coincides with the phase speed in the limit as κ→0, resulting in the ‘resonance of short and long waves;’

  • (R3) i3(κ;T)=0 at some κ; the phase speeds of the fundamental mode and the second harmonic coincide at the wave number κ, resulting in the ‘second harmonic resonance;’

  • (R4) i4(κ;T)=0 at some κ.

Resonances (R1), (R2) and (R3) are determined from the dispersion relation. For instance, i1, i2 and i3 appear in an index formula for the Whitham equation; see [11] for details. Resonance (R4), on the other hand, results from the resonance of the dispersion and nonlinear effects, and it depends on the nonlinearity of the equation.

4. Results

For T=0, as (κcww(κ;0))′<1 for any κ>0 and it decreases monotonically over the interval (0,) by brutal force, i1(κ;0)<0 and i2(κ;0)<0 for any κ>0. As cww(κ;0)>0 for any κ>0 and it decreases monotonically over the interval (0,) (figure 1a), i3(κ;0)>0 for any κ>0. Moreover, a straightforward calculation reveals that

limκ0+i4(κ)κ2=92andlimκi4(κ)=.

Hence, Δ(κ;0)>0 for κ>0 sufficiently small, implying the modulational stability, and it is negative for κ>0 sufficiently large, implying the modulational instability. The intermediate value theorem asserts a root of i4. Moreover, a numerical evaluation of (3.14) reveals a unique root κc, say, of i4 over the interval (0,) such that i4(κ)>0 if 0<κ<κc and it is negative if κc<κ<. Upon close inspection (figure 2), κc=1.420… .

Figure 2.

Figure 2.

The graph of i4(κ) for κ∈(0,1.5). (Online version in colour.)

Therefore, a sufficiently small and 2π/κ periodic travelling wave of (2.1) and (1.2) is modulationally unstable if κ>κc, where κc=1.420… is a unique root of i4 in (3.14) over the interval (0,). It is modulationally stable if 0<κ<κc. The result qualitatively agrees with the Benjamin–Feir instability of a Stokes wave (see [69], for instance) and that for the Whitham equation [5]. The critical wave number compares reasonably well with that in [7,8], for instance. The critical wave number for the Whitham equation is 1.146… [5].

For T>13, since cww(κ;T) and (κcww(κ;T))′ increase monotonically over the interval (0,) and since (κcww(κ;T))′ does not possess an extremum (figure 1b), i1, i2 and i3 do not vanish over the interval (0,). Moreover, a numerical evaluation reveals that i4 changes its sign once over the interval (0,). Together, a sufficiently small and periodic travelling wave of (2.1) and (1.6) is modulationally unstable, provided that the wave number is greater than a critical value, and modulationally stable otherwise, similarly to the gravity wave setting. A numerical evaluation reveals that the critical wave number κc(T), say, satisfies

limTκc(T)T1.283.

For 0<T<13, on the other hand, (κcww(κ;T))′ achieves a unique minimum over the interval (0,). Moreover, i2 and i3 each takes one transverse root over the interval (0,) (figure 1c). Hence, i1 through i4 each contributes to the change in the modulational stability and instability.

Figure 3 illustrates in the κ and κT plane the regions of modulational stability and instability for a sufficiently small and periodic travelling wave of (2.1) and (1.6). Along Curve 1, i1=0 and the group speed achieves an extremum at the wave number κ. Curve 2 is associated with i2=0, along which the group speed coincides with the phase speed in the limit as κ→0. In the deep water limit, as κ while κT is fixed, it is asymptotic to κ=94κ2T34. Curve 3 is associated with i3=0, along which the phase speeds of the fundamental mode and the second harmonic coincide. In the deep water limit, it is asymptotic to k2T=12. Moreover, along Curve 4, i4 vanishes because of the resonance of the dispersion and nonlinear effects. The ‘lower’ branch of Curve 4 passes through κ=1.420…, the critical wave number for T=0. The ‘upper’ branch passes through κT=1.283, the limit of strong surface tension.

The result qualitatively agrees with those in [12,13], for instance, from formal asymptotic expansions of the physical problem, and it improves upon that in [11] for the Whitham equation, for which κc(T)T as T.

5. Discussion

(a). The Camassa–Holm equation

We may write (1.7), in the case of a=112, after normalization of parameters, as

ηt+cCH(|x|)(2(1+η)3/22η+724ηηxx+748ηx2)x=0, 5.1

where

cCH(|x|)f^(κ)=12κ212+κ2f^(κ). 5.2

Note that cCH(κ) approximates (1.2) for κ≪1.

For any κ>0, we may repeat the argument in §2 to determine sufficiently small and 2π/κ periodic travelling waves. Specifically, a two-parameter family of periodic travelling waves of (5.1) and (5.2) exists, denoted by η(a,b;κ)(z), where z=κ(xc(a,b;κ)t), for a,bR and |a|,|b| sufficiently small; η is 2π periodic, even and smooth in z. Moreover,

η(a,b;κ)(z)=b(1cCH(κ))+acosz+a2(h0+h2cos2z)+O(a(a2+b2)),c(a,b;κ)=cCH(κ)+b(32724κ2)cCH(κ)(1cCH(κ))+a2c2+O(a(a2+b2))

as a,b→0, where

h0=367κ296(cCH(κ)1),h2=(127κ2)cCH(2κ)32(cCH(κ)cCH(2κ)),c2=cCH(κ)(367κ224h0+127κ216h2332).

We then proceed as in §3 to determine a modulational instability index

ΔCH(κ):=i1(κ)i2(κ)i3(κ)i4(κ),

where

i1(κ)=(κcCH(κ)),i2(κ)=(κcCH(κ))1,i3(κ)=cCH(κ)cCH(2κ),i4(κ)=1296(cCH(2κ)i2(κ)+2i3(κ))432i2(κ)i3(κ)1512κ2cCH(2κ)i2(κ)+49κ4(9cCH(2κ)i2(κ)2i3(κ)).

We omit the details.

A straightforward calculation reveals that (i2i4/i3)(κ)<0 for any κ>0 while i1(κ) changes its sign from negative to positive across κ=6. Therefore, a sufficiently small and 2π/κ periodic travelling wave of (5.1) and (5.2) is modulationally unstable if κ>6. For other values of a in (1.7), the result is qualitatively the same. The Camassa–Holm equation thus seems to predict the Benjamin–Feir instability. But Resonance (R1) following theorem 3.1 results in the instability in (5.1) and (5.2), whereas it does not take place in (1.3), (2.1) and in the water wave problem.

(b). The velocity equation

The FDCH equation for the average horizontal velocity, after normalization of parameters,

ut+cww(|x|)ux+32uux=(512uuxxx+2324uxuxx), 5.3

where cww(|∂x|) is in (1.6), differs from (2.1) by higher-power nonlinearities. We may repeat the arguments in §§2 and 3 to derive the modulational instability index, where (3.14) is replaced by

i4(κ;T)=(i2+2i3+136κ2(57i2+34i3)+1324κ4(198i2+35i3))(κ;T). 5.4

We omit the details. The index formula for (5.3) and (1.6) agrees with that for the Whitham equation (see [5,11] for details) except the terms in (5.4) explicitly depending on κ2 and κ4, which higher-derivative nonlinearities of (5.3) seem to contribute.

For T=0, it is straightforward to show that a sufficiently small and 2π/κ periodic travelling wave of (5.3) and (1.6) is modulationally unstable if κ>0.637… . Thus the FDCH equation for the average horizontal velocity predicts the Benjamin–Feir instability of a Stokes wave. For T>0, the modulational instability result for (5.3) and (1.6) qualitatively agrees with that in [11] for the Whitham equation (figure 4). In particular, κc(T)T as T, where κc(T) is a critical wave number, depending on T, whereas the limit is finite in the FDCH equation for the fluid surface displacement and the water wave problem. Therefore, we learn that the higher-power nonlinearities of (2.1) capture the effects of surface tension on the modulational stability and instability, not the higher-derivative nonlinearities.

Figure 4.

Figure 4.

Stability diagram for sufficiently small and periodic wave trains of (5.3) and (1.6). (Online version in colour.)

Acknowledgements

V.M.H. thanks the Department of Mathematics at Brown University for their generous hospitality. This material is based upon work supported by the National Science Foundation under grant no. DMS-1439786 while V.M.H was in residence at the Institute for Computational and Experimental Research in Mathematics in Providence, RI, during the Spring 2017 semester.

Data accessibility

This article has no additional data.

Authors' contributions

The authors declare no specific contributions because the work was split evenly.

Competing interests

We declare we have no competing interests.

Funding

V.M.H. is supported by the National Science Foundation under the Faculty Early Career Development (CAREER) Award DMS-1352597, a Simons Fellowship in Mathematics and the University of Illinois at Urbana-Champaign under the Arnold O. Beckman Research Award RB16227.

References

  • 1.Whitham GB. 1974. Linear and nonlinear waves. In Pure and Applied Mathematics New York, NY: Wiley-Interscience. [Google Scholar]
  • 2.Lannes D. 2013. The water waves problem: mathematical analysis and asymptotics. Mathematical Surveys and Monographs, vol. 188 Providence, RI: American Mathematical Society. [Google Scholar]
  • 3.Hur VM. In press. Wave breaking in the Whitham equation for shallow water. Adv. Math. (http://arxiv.org/abs/1506.04075. )
  • 4.Hur VM. In press. Shallow water models with constant vorticity. Eur. J. Mech. B Fluids (http://arxiv.org/abs/1701.08817. )
  • 5.Hur VM, Johnson MA. 2015. Modulational instability in the Whitham equation for water waves. Stud. Appl. Math. 134, 120–143. (doi:10.1111/sapm.12061) [Google Scholar]
  • 6.Benjamin TB, Feir JE. 1967. The disintegration of wave trains on deep water. Part 1. Theory. J. Fluid Mech. 27, 417–437. (doi:10.1017/S002211206700045X) [Google Scholar]
  • 7.Brooke Benjamin T, Hasselmann K. 1967. Instability of periodic wavetrains in nonlinear dispersive systems [and discussion]. Proc. R. Soc. Lond. A 299, 59–76. (doi:10.1098/rspa.1967.0123) [Google Scholar]
  • 8.Whitham GB. 1967. Non-linear dispersion of water waves. J. Fluid Mech. 27, 399–412. (doi:10.1017/S0022112067000424) [Google Scholar]
  • 9.Bridges TJ, Mielke A. 1995. A proof of the Benjamin-Feir instability. Arch. Ration. Mech. Anal. 133, 145–198. (doi:10.1007/BF00376815) [Google Scholar]
  • 10.Hur VM, Pandey AK. 2016. Modulational instability in nonlinear nonlocal equations of regularized long wave type. Phys. D 325, 98–112. (doi:10.1016/j.physd.2016.03.005) [Google Scholar]
  • 11.Hur VM, Johnson MA. 2015. Modulational instability in the Whitham equation with surface tension and vorticity. Nonlinear Anal. 129, 104–118. (doi:10.1016/j.na.2015.08.019) [Google Scholar]
  • 12.Kawahara T. 1975. Nonlinear self-modulation of capillary-gravity waves on liquid layer. J. Phys. Soc. Japan 38, 265–270. (doi:10.1143/JPSJ.38.265) [Google Scholar]
  • 13.Djordjević VD, Redekopp LG. 1977. On two-dimensional packets of capillary-gravity waves. J. Fluid Mech. 79, 703–714. (doi:10.1017/S0022112077000408) [Google Scholar]
  • 14.Hur VM, Pandey AK.2016. Modulational instability in a shallow water model. (http://arxiv.org/abs/1608.04685. )
  • 15.Bronski JC, Hur VM, Johnson MA. 2016. Modulational instability in equations of KdV type. In New approaches to nonlinear waves (ed. E Tobisch). Lecture Notes in Physics, vol. 908, pp. 83–133. Berlin, Germany: Springer International Publishing.
  • 16.Kato T. 1976. Perturbation theory for linear operators, 2nd edn Berlin, Germany: Springer; Grundlehren der Mathematischen Wissenschaften, Band 132. [Google Scholar]

Associated Data

This section collects any data citations, data availability statements, or supplementary materials included in this article.

Data Availability Statement

This article has no additional data.


Articles from Proceedings. Mathematical, Physical, and Engineering Sciences are provided here courtesy of The Royal Society

RESOURCES