Abstract
We study here a generalized two-component integrable Dullin–Gottwald–Holm system, which can be derived from the Euler equation with constant vorticity in shallow water waves moving over a linear shear flow. We first derive this system in the shallow-water regime. We next classify all traveling wave solution of this system. Finally, we study the blow-up mechanism and give two sufficient conditions which can guarantee wave-breaking phenomena.
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1 Introduction
There are several classical models describing the motion of waves at the free surface of shallow water under the influence of gravity, such as the Korteweg–de Vries (KdV) equation and the Benjamin–Bona–Mahoney (BBM) equation.
Another well-known such model is the Camassa–Holm (CH) equation (Camassa and Holm 1993; Camassa et al. 1994; Constantin and Lannes 2009; Fokas and Fuchssteiner 1981/82)
where u is the fluid velocity in the x direction (or equivalently the height of the water’s free surface above a flat bottom), ω is a constant related to the critical shallow water wave speed. Before Camassa and Holm (1993), families of integrable equations similar to the CH equation were known to be derivable in the general context of hereditary symmetries by Fokas and Fuchssteiner (1981/82). Camassa and Holm (1993) independently derived (1.1) using asymptotic expansions directly in the Hamiltonian for Euler’s equations for inviscid incompressible flow in the shallow-water regime. They found the bi-Hamiltonian structure and the peakons, showed their interaction, and constructed a Lax pair for the equation. Equation (1.1) was also found independently as a model for nonlinear waves in cylindrical hyperelastic rods (Dai 1998). Recently, it was claimed in Lakshmanan (2007) that the CH equation might be relevant to the modeling of a tsunami; see also the discussion in Constantin and Johnson (2008).
The novelty of the CH equation is due to its two non-standard properties. The first most remarkable is the presence of multi-soliton or infinite-soliton solutions consisting of a train of peaked solitary waves or ‘peakons’ (Camassa and Holm 1993; Camassa et al. 1994; Cao et al. 2004). These peakons are weak solutions in the distributional sense and have been shown to be stable in Cao et al. (2004), Constantin and Molinet (2001), Constantin and Strauss (2000). Another remarkable property is the occurrence of wave-breaking phenomena (i.e. a solution that remains bounded while its slope becomes unbounded in finite time) (Constantin 2000; Constantin and Escher 1998a, 1998b, 2000). It is worth pointing out that Bressan and Constantin proved that the solutions to the CH equation can be uniquely continued after wave breaking as either global conservative or global dissipative weak solution in Bressan and Constantin (2007a) and Bressan and Constantin (2007b), respectively.
The interest in the CH equation inspired the search for various generalizations of this equation. The following two-component integrable Camassa–Holm (CH2) system was first derived in Olver and Rosenau (1996) and can be viewed as a model in the context of shallow-water theory (see also Constantin and Ivanov 2008, Ivanov 2009):
where m=u−u xx , and the following generalized two-component integrable Camassa–Holm (GCH2) system which was derived from shallow-water theory with nonzero constant vorticity:
where in these two equations ρ(t,x) is related to the free surface elevation from equilibrium (or scalar density), and the parameter A>0 characterizes a linear underlying shear flow propagating in the positive direction of the x-coordinate (or the critical shallow-water speed). The parameter κ=±1 and the case κ=1 (κ=−1) corresponds to the situation in which the gravity acceleration points downwards (upwards) (Constantin and Ivanov 2008). The real dimensionless constant σ in system (1.3) is a parameter which provides the competition, or balance, in fluid convection between nonlinear steepening and amplification due to stretching.
Obviously if ρ≡0, then (1.2) becomes the CH equation (1.1). When σ=1, system (1.3) turns into the standard CH2 system (1.2). System (1.2) without vorticity, i.e. A=0 was also justified by Constantin and Ivanov (2008) to approximate the governing equations for shallow-water waves. Chen et al. (2006) established a reciprocal transformation between system (1.2) (where κ=−1 and hence the gravity acceleration points upwards) and the first negative flow of the AKNS hierarchy. More recently, Holm et al. (2009) proposed a modified CH2 system which possesses singular solutions in component ρ. Mathematical properties of system (1.2) and (1.3) have been also studied further in much work. For example, if κ=1, Constantin and Ivanov (2008) provided some conditions of wave breaking and small global solutions for system (1.2); Using the localization analysis in the transport equation theory, Gui and Liu obtained a wave-breaking criterion for strong solutions of system (1.2) in the lowest Sobolev space. If κ=−1, Escher et al. (2007) investigated local well-posedness for the system (1.2) with initial data (u 0,ρ 0)∈H s×H s−1 (s≥2) and derived some precise blow-up scenarios for strong solutions to the system. More results on mathematical properties of system (1.2) can be found in Fu et al. (2010), Guan and Yin (2010, 2011), Gui and Liu (2010, 2011) and Zhang and Liu (2010). Recently, Chen and Liu (2011) derived system (1.3) form the theory of shallow-water waves moving over a linear shear flow. Moreover, some conditions to guaranteeing wave-breaking phenomena and blow-up rate are also given in their paper.
Dullin et al. (2001) studied the following 1+1 quadratically nonlinear equation:
where the constants α 2 and \(\frac{\gamma}{2\omega}\) are squares of length scales, and \(\omega= \frac{1}{2} \sqrt{gh}\) is the linear wave speed for undisturbed water at rest at spatial infinity. Equation (1.4) is equivalent to its original form, i.e. the CH equation (1.1), and not Galilean invariant. Hence, we must regard this equation as a family of equations whose linear dispersion parameters ω and γ depend on the appropriate choice of Galilean frame and boundary conditions. Dullin, Gottwald and Holm’s new derivation attaches additional physical meaning to Eq. (1.4) in the context of asymptotics for shallow-water wave equation (Dullin et al. 2001). Equation (1.4) is connected with two separately integrable soliton equations for shallow-water waves. Formally, when α 2=0, Eq. (1.4) becomes the KdV equation
When γ=0, Eq. (1.4) turns into the CH equation (1.1). In the presence of surface tension, Dullin, Gottwald and Holm used an approach based on the Kodama transformation to derive Eq. (1.4) as a shallow water-wave equation and discussed the dispersive effects in Dullin et al. (2003) and Dullin et al. (2004). (The parameter σ=0 (or \(\bar{\sigma}=0\)) means that there is no surface tension, see Eq. (8) in Dullin et al. 2004). Two different conditions to guarantee finite time singularity formation were given in Liu (2006) and Zhou (2007), respectively.
In this paper, in the presence of a linear shear flow and nonzero vorticity, we will follow Ivanov’s approach (Ivanov 2009) to derive the following generalized two-component Dullin–Gottwald–Holm (GDGH2) system:
with the boundary assumptions u→0,ρ→1 as |x|→∞. When σ=1, it recovers the standard two-component Dullin–Gottwald–Holm system (see Guo et al. 2012). Obviously, under the constraint γ=0 this system is reduced to system (1.3). In the case σ=0 and ρ=0, it becomes the BBM equation, which models the motion of internal gravity waves in shallow channel (Benjamin et al. 1972). The significance of our derivation is the inclusion of vorticity, an important feature of water waves that has been given increasing attention during the last decades (Ivanov 2009). It is worth pointing out that the linear term attributed to shear or vorticity in the GDGH2 system (1.5) was already appeared in the original paper Camassa and Holm (1993). As discussed in Camassa and Holm (1993), a Galilean boost of the CH equations introduces a linear dispersion of KdV-type (u xxx ). Physically, the Galilean frame and thus the value of the dispersion coefficient is determined by the boundary conditions at spatial infinity, or by the mean velocity in the periodic case (Camassa and Holm 1993). The GDGH system (1.5) has the following Hamiltonians:
and
In this paper, we will study solitary wave solutions of (1.5), i.e. solutions of the form
for some φ, ρ: ℝ→ℝ such that φ→0 and ρ→1 as |x|→∞. In the study of the CH traveling waves it was observed through phase-plane analysis that both peaked and cusped traveling waves exist (Li and Olver 1997). Subsequently, Lenells (2005, 2006) used a suitable framework for weak solutions to classify all weak traveling waves of the CH equation (1.1).
Using a natural weak formulation of the GDGH2 system (1.5), we will establish exactly in what sense the peaked and cusped solitary waves are solutions. It was shown in Constantin and Ivanov (2008), Mustafa (2009), Zhang and Liu (2010) that the two-component system (1.2) has only smooth solitary waves, with a single crest profile and exponential decay far out. In Holm et al. (2009), the authors considered a modified two-component CH equation which allows dependence on average density as well as pointwise density and a linear dispersion is added to the first equation of the system. They showed that the modified system admits a peakon solution in both u and ρ. The existence and the stability of solitary wave solutions of the GCH2 system are obtained in Chen et al. (2011). However, it is unclear whether the GDGH2 system (1.5) has solitary waves with singularities. We show here that peaked solitary waves do exist and we provide an implicit formula for these peaked solitary waves.
It is well known that different from the KdV equation, the CH equation, the CH2 system and the GCH2 system have a remarkable property, that is, the wave-breaking phenomenon. Due to the similarity in the structure, a natural question is: does the GDGH2 system (1.5) have similar wave-breaking phenomena as the classical CH equation in some Sobolev space? We will use the transport equation theory to derive a wave-breaking criterion for solution of the system (1.5). Our main tool to investigate the blow-up mechanism for system (1.5) is due to Constantin (2000), Constantin and Escher (1998a), that is, we show that for a large class of initial profiles the corresponding solutions to system (1.5) blow up in finite time by using the continuous family of diffeomorphisms of the line associated to the system. However, since system (1.5) has two characteristics (see (4.3)–(4.4) in Sect. 4), one cannot just follow their approaches. In fact we will make use of the diffeomorphism of the trajectory q 2 defined in (4.4), which captures the maximum/minimum of u x , therefore the transport equation for ρ can coincide with the equation for u. Compared with Chen et al. (2011) and Gui and Liu (2010), we not only make the classifications of the traveling waves and give the blow-up scenario for the GDGH2 system (1.5), but also formulate two sufficient conditions which can guarantee wave-breaking phenomena.
The remainder of this paper is organized as follows. In Sect. 2, we will follow the modeling approach in the shallow water theory (Ivanov 2009) to derive the GDGH2 system (1.5). The local well-posedness result (Theorem 3.2), the classification result (Theorem 3.7 and Theorem 3.9) are presented in Sect. 3. Moreover, the solitary wave solutions are classified in this section. The blow-up mechanism is analyzed in detail in Sect. 4. It is shown that the solution to (1.5) can only have singularities which correspond to wave breaking (Theorem 4.3) and two sufficient conditions to ensure wave breaking occurs are given (Theorems 4.5 and Theorem 4.7). T he lower bound of the lifespan (Theorem 4.9) is also given in Sect. 4. Finally, the proof of Theorem 3.9 is supplemented as an Appendix.
All spaces of functions are assumed to be over ℝ and ℝ is dropped in function spaces notation if there is no ambiguity.
2 Derivation of the Model
In this section, we will follow Ivanov’s approach in Ivanov (2009) to derive system (1.5).
Consider the motion of an inviscid incompressible fluid with a constant density ρ governed by the Euler equations:
where \(\vec{v} (x,y,z,t)\) is the velocity of the fluid at the point (x,y,z) at the time t, P(x,y,z,t) is the pressure in the fluid, \(\vec{g} = (0,0,-g)\) is the gravity acceleration.
Using the shallow-water approximation and non-dimensionalization, the above equations can be rewritten as
where now \(\vec{v} = (u,0,w)\), p(x,z,t) is the pressure variable measuring the deviation from the hydrostatic pressure distribution, \(\varepsilon= \frac{a}{h}\) and \(\delta= \frac{h}{\lambda}\) are two dimensionless parameters, in which a is the typical amplitude and λ is the typical wavelength of the wave, respectively.
We now consider waves in the presence of a shear flow. In such case the horizontal velocity of the flow will be \(u + \tilde{U} (z)\), where \(\tilde{U}(z), 0\leq z \leq h, w\equiv0, p\equiv0, \eta \equiv0\) is an exact solution of the governing equation (2.1) and this solution represents an arbitrary underlying shear flow. We take the simplest case: \(\tilde{U}(z) = Az\) where A>0 is a constant.
In the case of constant vorticity ω=A, we obtain the following equations for u 0 and η by ignoring the terms of o(ε 2,δ 4,εδ 2):
and
where u 0(x,t) is the leading order approximation of u.
Let the two parameters ε and δ go to 0; one obtains from (2.2)–(2.3) the system of linear equations
hence,
This equation has a traveling wave solution η=η(x−ct) with a velocity c satisfying
This gives the same solution for c that follows from the Burns condition (Burns 1953).
We introduce a new variable
for some constants α,β, and μ satisfying
and
With \(m = u_{0} - \frac{1}{2} \delta^{2} u_{0,xx}\), Eqs. (2.2) and (2.3) can be rewritten as
At order O(1), we may break u 0 u 0,x up as
for any s∈ℝ. Therefore Eq. (2.7) can be reformulated at order O(ε,δ 2) as
By the scaling \(u_{0}\rightarrow\frac{1}{\alpha\varepsilon} u_{0}, x\rightarrow\delta x, t\rightarrow \delta t\), we deduce from the above equation and (2.8) that
If we choose
and denote \(\gamma= - \frac{1}{6c^{2} (c-A)}, \sigma= 3s\), then we arrive at
The constants α,β,μ, and c satisfy
With a further Galilean transformation x→x−At,t→t, we can drop the terms Am x and Aρ x in (2.9) and hence get the GDGH2 system (1.5).
3 Traveling Wave Solutions
In this section, we will establish the local well-posedness result and make classifications of the solitary wave solution for system (1.5). Let X=H 1×L 2 be a real Hilbert space with inner product (,), and denote its element by \(\overrightarrow{u}=(u,\eta)\). The dual of X is X ∗=H −1×L 2 and a natural isomorphism I from X to X ∗ can be defined by
Using the map I, the paring 〈⋅,⋅〉 between X and X ∗ can be represented as
where 〈⋅,⋅〉 s denotes the H s×H −s dual pairing. We will identify the second dual X ∗∗ with X in a natural way.
Since ρ→1 as |x|→∞ in (1.5), we can let ρ=1+η with η→0 as |x|→∞ and hence we rewrite system (1.5) as
The two Hamiltonians introduced in the Introduction define the following two functionals on X:
and
with \(\overrightarrow{u}=(u,\eta)\in X\). The quantity \(E(\overrightarrow{u})\) associates with the translation invariance of (3.1). Using functional \(F(\overrightarrow{u})\), system (3.1) can be written in an abstract Hamiltonian form,
where J is a closed skew symmetric operator given by
and \(F'(\overrightarrow{u}):X\rightarrow X^{*}\) is the variational derivative of F in X at \(\overrightarrow{u}\).
Note that if
then \((1-\partial_{x}^{2})^{-1}f=p*f\) for all f∈L 2. We rewrite system (3.1) in a weak form as
Definition 3.1
Let 0<T≤∞. A function \(\overrightarrow{u}=(u,\eta)\in C([0,T);X)\) is called a solution of (3.1) on [0,T) if it satisfies (3.6) in the distribution sense on [0,T) and \(E(\overrightarrow{u})\) and \(F(\overrightarrow{u})\) are conserved.
System (3.6) is suitable for applying Kato’s theory (Kato 1975), we have
Theorem 3.2
If (u 0,η 0)∈H s×H s−1,s≥2, then there exist maximal time \(T=T(\|(u_{0},\eta_{0})\|_{H^{s}\times H^{s-1}})>0 \) and a unique solution (u,η) of (3.6) in C([0,T);H s×H s−1)∩C 1([0,T);H s−1×H s−2) with (u,η)| t=0=(u 0,η 0). Moreover, the solution depends continuously on the initial data and T is independent of s.
Since the proof of this result is essentially similar to Theorem 2.2 in Escher et al. (2007), we omit it here.
It is easily seen from the embedding H 1↪L ∞ that \(E(\overrightarrow{u})\) and \(F(\overrightarrow{u})\) are both well defined in H s×H s−1 with s≥2, and \(E(\overrightarrow{u})\) is conserved, as suggested in the local well-posedness Theorem 3.2. From (3.4) we see that
therefore \(F(\overrightarrow{u})\) is also invariant.
Now we give the definitions of solitary wave, peakon, and cuspon of (3.1).
Definition 3.3
A solitary wave of (3.1) is a nontrivial traveling wave solution of (3.1) of the form \(\overrightarrow{\varphi}=(\varphi(x-ct),\eta(x-ct)) \in H^{1}\times H^{1}\) with c∈ℝ and φ, η vanishing at infinity.
Solitary waves were first observed by John Scott Russell in 1834. The ability of this water wave to retain its shape for a long period of time is quite remarkable (Constantin 2011).
Definition 3.4
(Lenells 2005)
We say that a continuous function φ has a peak at x if φ is smooth locally on either side of x and
Wave profiles with peaks are called peaked waves or peakons (Fig. 1).
Definition 3.5
(Lenells 2005)
We say that a continuous function φ has a cusp at x if φ is smooth locally on either side of x and
Wave profiles with cusps are called cusped waves or cuspons (Fig. 1).
‘Cuspons’ are non-standard solitons which differ from peakons in that their wave peaks are cusps (Li et al. 2012).
For a solitary wave \(\vec{\varphi}=(\varphi,\eta)\) with speed c∈ℝ, it satisfies
Integrating and applying \((1-\partial_{x}^{2})\) to the first equation we get
The fact that the second equation of the above system holds in a strong sense comes from the regularity of φ and η.
Proposition 3.6
If (φ,η) is a solitary wave of (3.1) for some c∈ℝ, then c≠0 and φ(x)≠c for any x∈ℝ. If σ=0, then c≠−γ.
Proof
By the definition of solitary waves (3.3) and the embedding theorem we know that φ and η are both continuous. If c=0, then (3.8) becomes
Since η vanishes at infinity, the second equation of the above system indicates that φ(x)=0 for |x| large enough. Denote x 0=max{x:φ(x)≠0}. Hence φ(x)=0 on [x 0,∞) and \(\varphi\not\equiv0 \) on (x 0−δ,x 0) for any δ>0. Using the first equation of (3.9), we know that η≡0 on [x 0,∞). Then the continuity of η implies that there exists a δ 1>0 such that 1+η(x)>0 on (x 0−δ 1,x 0). This fact and the second equation of (3.9) lead to φ(x)≡0 on (x 0−δ 1,x 0), which is a contradiction. Therefore c≠0.
Next we show φ≠c. Otherwise there is some x 1∈ℝ such that φ(x 1)=c. From the second equation of (3.8) we infer that
so c=0, which is a contraction.
If σ=0 and γ=−c, then (3.8) becomes
Due to (φ,η)∈H 1×H 1, a contradiction will be got whether this equation has a solution or not. □
Using Proposition 3.6 we obtain from the second equation of (3.8) that
Plugging this into the first equation of (3.8), we obtain an equation for the unknown φ:
3.1 The Case σ=0
When σ=0, (3.11) becomes
Since φ∈H 1 and c−φ≠0, we know that |c−φ| is bounded away from 0. Hence from the standard local regularity theory to elliptic equation we see that φ∈C ∞ and so is η. Therefore in this case all solitary waves are smooth.
As for the existence, we may multiply (3.12) by φ x and integrate on (−∞,x] to get
where
are the two roots of the equation y 2+Ay−1=0. Since A>0, we know A 1>0>A 2.
By the decay property of φ at infinity, we know that a necessary condition for existence is
But one may prove furthermore the following.
Theorem 3.7
When σ=0, (3.1) admits a solitary solution if and only if
Moreover, all solitary waves are smooth in this case.
Proof
The regularity is discussed above. So we will just focus on the existence part.
If c=A 1, then (3.13) becomes
(1) If γ>−A 1, then φ(x)<0 near −∞. Because φ(x)→0 as x→−∞, there is some x 0 sufficiently large negative so that φ(x 0)=−ε<0, with ϵ sufficiently small, and φ x (x 0)<0. From standard ODE theory, we can generate a unique local solution φ(x) on [x 0−L,x 0+L] for some L>0. Since A 1>0>A 2, we have
for φ<0. Therefore G 1(φ) decreases for φ<0. Because φ x (x 0)<0, φ decreases near x 0, so G 1(φ) increases near x 0. Hence by (3.17), φ x decreases near x 0, and then φ and φ x both decreases on [x 0−L,x 0+L]. Since \(\sqrt{G_{1}(\varphi)}\) is local Lipschitz in φ for φ≤0, we can continue the local solution to all of ℝ and obtain φ(x)→−∞ as x→∞, which fails to be in H 1. Thus there is no solitary wave in this case.
(2) If γ<−A 1, then φ(x)>0 near −∞. Because φ(x)→0 as x→−∞, there is some x 0 sufficiently negatively large so that φ(x 0)=ε>0, with ϵ sufficiently small, and φ x (x 0)>0.
By (3.18) we have
Thus φ(x) and φ x (x 0) both increases on [x 0−L,x 0+L] with the help of (3.17). Since \(\sqrt{G_{1}(\varphi)}\) is local Lipschitz in φ for 0≤φ<A 1, we can extend the local solution to all of ℝ and obtain φ(x)→A 1 as x→∞, which fails to be in H 1(ℝ). Therefore there is no solitary wave in this case.
Similarly we can prove that when c=A 2 there is no solitary wave. The proof of this theorem is thus completed. □
3.2 The Case σ≠0
In this case we can rewrite (3.11) as
The following lemma concerns the regularity of the solitary waves. The idea is inspired by the study of the traveling waves of Camassa–Holm equation (Lenells 2005).
Lemma 3.8
Let σ≠0 and (φ,η) is a solitary wave of (3.1). Then
Therefore
Proof
From Proposition 3.6 we know that c≠0 and φ≠c, therefore φ satisfies (3.19). Let \(v=\varphi-\frac{c+\gamma}{\sigma}\) and denote
Obviously r(v) is s polynomial in v. Using the fact that φ−c≠0, we know that
Then v satisfies
By the assumption we know that \((v^{2})_{xx} \in L_{\mathrm{loc}}^{1}\). Hence (v 2) x is absolutely continuous and
From (3.22) and \(v+\frac{c+\gamma}{\sigma} \in H^{1} \subset C(\mathbb{R})\) it follows that
Moreover,
For k=3, the right-hand side of (3.23) is in \(L^{1}_{\mathrm{loc}}\). Then
For k≥4, from (3.23) we infer that
It follows that v k∈C 2(ℝ) for k≥4.
For k≥8, we deduce from the above facts that
Moreover,
Thus from (3.23) we conclude that
Performing similar arguments to higher values of k, we can prove that v k∈C j(ℝ∖v −1(0)) for k≥2j. This is just (3.20). □
Denote \(\overline{x}=\min\{x:\varphi(x)=\frac{c+\gamma}{\sigma}\}\) (if \(\varphi\neq\frac{c+\gamma}{\sigma}\) for all x then let \(\overline{x}=+\infty\)), then \(\overline{x}\leq+\infty\). By Lemma 3.8, a solitary wave φ is smooth on \((-\infty ,\overline{x})\) and (3.11) holds pointwise on \((-\infty,\overline{x})\). Multiplying (3.19) by φ x and integrating on (−∞,x] for \(x<\overline{x}\) to get
where A 1 and A 2 are defined in (3.14).
Performing similar arguments as in Lenells (2005), we obtain the following conclusions.
1. When φ approaches a simple zero m=c−A 1 or m=c−A 2 of F(φ), it follows that F(m)=0 and F′(m)≠0. Then the solution φ of (3.24) satisfies
where f=O(g) as x→a means that |f(x)/g(x)| is bounded in some interval [a−ε,a+ε] with ε>0. Hence
where φ(x 0)=m.
2. If F(φ) has a double zero at φ=0, so that F′(0)=0 and F″(0)>0, then
and we get
for some constant α. Thus φ→0 exponentially as x→∞.
3. If φ approaches a simple pole \(\varphi(x_{0})=\frac{c+\gamma}{\sigma}\) (when γ≠(σ−1)c). Then
and
for some constant β 1>0. In particular, whenever F(φ) has a pole, the solution φ has a cusp.
4. Peaked solitary waves occur when φ suddenly changes direction: φ x →−φ x according to (3.24).
Now we give the following theorem on the existence of solitary waves of (3.1) for σ≠0.
Theorem 3.9
For σ≠0 and γ≠−c we have
-
1.
−c<−A 1<γ.
-
(1)
If σ<0, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 1 and an anticusped wave (the solution profile has a cusp pointing downward) φ<0 with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(2)
If 0<σ≤1, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 1 (see Figs. 3 and 4).
-
(3)
If σ>1, then φ>0. Moreover, we have the following.
If γ>(σ−1)c−σA 1, then the solitary waves are smooth and unique up to translation with max x∈ℝ φ(x)=c−A 1.
If γ=(σ−1)c−σA 1, then the solitary wave is peaked with \(\max_{x\in\mathbb{R}}\varphi(x)=c-A_{1}=\frac{c+\gamma}{\sigma}\).
If −c<γ<(σ−1)c−σA 1, then the solitary waves are cusped with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 5).
-
(1)
-
2.
−c<γ=−A 1.
-
(1)
If σ<0, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 1 and an anticusped wave φ<0 with \(\min_{x \in\mathbb{R} }\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(2)
If 0<σ<1, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 1 (see Fig. 3).
-
(3)
If σ=1, then the solitary wave is peaked with \(\max_{x\in\mathbb{R}}\varphi(x)=c-A_{1}=\frac{c+\gamma}{\sigma}\) (see Fig. 4).
-
(4)
If σ>1, then the solitary wave is cusped with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 5).
-
(1)
-
3.
−c<γ<−A 1.
-
(1)
If σ<0, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 1 and an anticusped wave φ<0 with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(2)
If 0<σ<1, then φ>0. Moreover, we have the following.
If −c<γ<(σ−1)c−σA 1, then the solitary waves are cusped with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\).
If γ=(σ−1)c−σA 1, then the solitary wave is peaked with \(\max_{x\in\mathbb{R}}\varphi(x)\allowbreak =c-A_{1}=\frac{c+\gamma}{\sigma}\).
If γ>(σ−1)c−σA 1, then the solitary waves are smooth and unique up to translation with max x∈ℝ φ(x)=c−A 1 (see Fig. 3).
-
(3)
If σ≥1, then the solitary wave is cusped with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Figs. 4 and 5).
-
(1)
-
4.
−A 1<γ<−c<0.
-
(1)
If σ<0, then φ<0. Moreover, we have the following.
If σ<0 and −A 1<(σ−1)c<γ<−c, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 1 and a cusped solitary waves with \(\max_{x\in \mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\).
If σ<0 and −A 1<γ≤(σ−1)c, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 1 (see Fig. 2).
-
(2)
If 0<σ<1, then φ<0. Moreover, we have the following.
If (σ−1)c−σA 1<γ<−c, then the solitary waves are anticusped with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\).
If γ=(σ−1)c−σA 1, then the solitary wave is peaked with \(\min_{x\in\mathbb{R}}\varphi(x)\allowbreak =\frac{c+\gamma}{\sigma}\).
If γ<(σ−1)c−σA 1, then the solitary waves are smooth and unique up to translation with min x∈ℝ φ(x)=c−A 1 (see Fig. 3).
-
(3)
If σ≥1, then there is an anticusped solitary wave φ<0 with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Figs. 4 and 5).
-
(1)
-
5.
A 1=γ<−c<0.
-
(1)
If σ<0, then there is a smooth solitary wave φ<0 with min x∈ℝ φ(x)=c−A 1, and if σ<0 and (σ−1)c<γ there are cusped solitary waves with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) and a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 1 (see Fig. 2).
-
(2)
If 0<σ<1, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 1 (see Fig. 3).
-
(3)
If σ=1, then there is a peaked wave φ<0 with \(\min_{x \in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}=c-A_{1}\) (see Fig. 4).
-
(4)
If σ>1, then the solitary waves is anticusped with \(\min_{x \in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 5).
-
(1)
-
6.
γ<−A 1<−c<0.
-
(1)
If σ<0 and (σ−1)c<γ<−A 1, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 1 and a cusped wave φ>0 with \(\max_{x \in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(2)
If 0<σ≤1, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 1 (see Figs. 3 and 4).
-
(3)
If σ>1, then φ<0. Moreover, we have the following.
If (σ−1)c−σA 1<γ<−c, then the solitary waves are anticusped waves with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\).
If γ=(σ−1)c−σA 1, then the solitary wave is peaked with \(\min_{x\in\mathbb{R}}\varphi(x)\allowbreak =c-A_{1}=\frac{c+\gamma}{\sigma}\).
If γ<(σ−1)c−σA 1, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 1 (see Fig. 5).
-
(1)
-
7.
γ<−A 2<−c.
-
(1)
If σ<0, then there is a smooth wave φ>0 with min x∈ℝ φ(x)=c−A 2 and a cusped wave φ>0 with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(2)
If 0<σ≤1, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 2 (see Figs. 3 and 4).
-
(3)
If σ>1, then φ<0. Moreover, we have the following.
If γ<(σ−1)c−σA 2, then the solitary waves are smooth and unique up to translation with min x∈ℝ φ(x)=c−A 2.
If γ=(σ−1)c−σA 2, then the solitary wave is peaked with \(\min_{x\in\mathbb{R}}\varphi(x)\allowbreak =c-A_{2}=\frac{c+\gamma}{\sigma}\).
If (σ−1)c−σA 2<γ<−c, then the solitary waves are anticusped with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 5).
-
(1)
-
8.
γ=−A 2<−c.
-
(1)
If σ<0, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 2, and a cusped wave φ>0 with \(\max_{x \in\mathbb{R} }\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(2)
If 0<σ<1, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 2 (see Fig. 3).
-
(3)
If σ=1, then the solitary wave is peaked with \(\min_{x\in\mathbb{R}}\varphi(x)=c-A_{2}=\frac{c+\gamma}{\sigma}\) (see Fig. 4).
-
(4)
If σ>1, then the solitary wave is anticusped with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 5).
-
(1)
-
9.
−A 2<γ<−c.
-
(1)
If σ<0, then there is a smooth wave φ<0 with min x∈ℝ φ(x)=c−A 2 and a cusped wave φ>0 with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(2)
If 0<σ<1, then φ<0. Moreover, we have the following.
If (σ−1)c−σA 2<γ<−c, then the solitary waves are anticusped with \(\min_{x\in\mathbb{R}}\varphi(x)\allowbreak =\frac{c+\gamma}{\sigma}\).
If γ=(σ−1)c−σA 2, then the solitary wave is peaked with \(\min_{x\in\mathbb{R}}\varphi(x)=c-A_{2}=\frac{c+\gamma}{\sigma}\).
If γ<(σ−1)c−σA 2, then the solitary waves are smooth and unique up to translation with min x∈ℝ φ(x)=c−A 2 (see Fig. 3).
-
(3)
If σ≥1, then the solitary wave is anticusped with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Figs. 4 and 5).
-
(1)
-
10.
0<−c<γ<−A 2.
-
(1)
If σ<0, then φ>0. Moreover, we have the following.
If σ<0 and −c<γ<(σ−1)c<−A 2, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 2 and an anticusped solitary waves with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\).
If σ<0 and (σ−1)c≤γ<−A 2, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 2 (see Fig. 2).
-
(2)
If 0<σ<1, then φ>0. Moreover, we have the following.
If −c<γ<(σ−1)c−σA 2, then the solitary waves are cusped with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\).
If γ=(σ−1)c−σA 2, then the solitary wave is peaked with \(\max_{x\in\mathbb{R}}\varphi(x)\allowbreak =\frac{c+\gamma}{\sigma}\).
If (σ−1)c−σA 2<γ, then the solitary waves are smooth and unique up to translation with max x∈ℝ φ(x)=c−A 2 (see Fig. 3).
-
(3)
If σ≥1, then there is a cusped solitary wave φ>0 with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Figs. 4 and 5).
-
(1)
-
11.
0<−c<γ=A 2.
-
(1)
If σ<0, then there is a smooth solitary wave φ>0 with max x∈ℝ φ(x)=c−A 2, and if σ<0 and γ<(σ−1)c there are anticusped solitary waves with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) and a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 2 (see Fig. 2).
-
(2)
If 0<σ<1, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 2 (see Fig. 3).
-
(3)
If σ=1, then there is a peaked wave φ>0 with \(\max_{x \in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}=c-A_{2}\) (see Fig. 4).
-
(4)
If σ>1, then the solitary waves is cusped with \(\max_{x \in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 5).
-
(1)
-
12.
0<−c<−A 2<γ.
-
(1)
If σ<0 and −A 2<γ<(σ−1)c, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 2 and an anticusped wave φ<0 with \(\min_{x \in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(2)
If 0<σ≤1, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 2 (see Figs. 3 and 4).
-
(3)
If σ>1, then φ>0. Moreover, we have the following.
If −c<γ<(σ−1)c−σA 2, then the solitary waves are cusped waves with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\).
If γ=(σ−1)c−σA 2, then the solitary wave is peaked with \(\max_{x\in\mathbb{R}}\varphi(x)\allowbreak =c-A_{2}=\frac{c+\gamma}{\sigma}\).
If γ>(σ−1)c−σA 2, then there is a smooth wave φ>0 with max x∈ℝ φ(x)=c−A 2 (see Fig. 5).
-
(1)
-
13.
c=A 1.
-
(1)
If γ>−A 1 and σ<0, then there is an anticusped wave φ<0 with \(\min_{x \in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\).
-
(2)
If (σ−1)A 1<γ<−A 1, then the solitary waves are cusped with \(\max_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(1)
-
14.
c=A 2.
-
(1)
If γ<−A 2 and σ<0, then there is a cusped wave φ>0 with \(\max_{x \in\mathbb{R}}\varphi(x)\allowbreak =\frac{c+\gamma}{\sigma}\).
-
(2)
If −A 2<γ<(σ−1)A 2, then the solitary waves are anticusped with \(\min_{x\in\mathbb{R}}\varphi(x)=\frac{c+\gamma}{\sigma}\) (see Fig. 2).
-
(1)
Moreover, each kind of the above solitary waves is unique and even up to translation. All solitary waves decay exponentially to zero at infinity.
We enclose the proof of this theorem as an Appendix for conciseness.
Remark 3.10
The peakons are solitons, which is a self-reinforcing solitary wave (a wave packet or pulse) that maintains its shape while it travels at constant speed. Solitons are caused by a cancelation of nonlinear and dispersive effects in the medium (Constantin 2011). They replicate a characteristic of the traveling waves of greatest height-exact traveling solutions of the governing equations for water waves with a peak at their crest. The concept of peakon was introduced by Camassa and Holm (1993). The way a smooth initial condition breaks up into a train of peakons is by limiting to a verticality at each inflection point with negative slope, from which a derivative discontinuity emerges (see the blow-up mechanism in Sect. 4) (Camassa and Holm 1993).
Remark 3.11
The peakons and cuspons are both physical solutions. Indeed, breaking waves, both whitecaps and surf, are commonly observed in the ocean (therefore the cuspon is physical solution since for a cuspon φ we have lim y↑x φ x (y)=−lim y↓x φ x (y)=±∞). Moreover, when initiated by earthquakes, these waves may turn into formidable shallow-water breaking wave phenomenon, the tsunami. A tsunami wave is generated when a large body of water, such as a region in a lake or a sea, becomes rapidly displaced on a massive scale. With typical wavelengths of 200 km, tsunamis are governed by shallow water equations and can be catastrophic when they reach land, as seen in the recent Indonesia and Japan earthquakes (Constantin 2011).
Remark 3.12
To our knowledge, there are two approach to study stability. One is the variational approach, that is, it should be proved that each peakon is the unique minimum (ground state) of constrained energy, from which its orbital stability is proved (Constantin and Molinet 2001). Another approach to study stability is to linearize the equation around the solitary waves, and it is commonly believed that nonlinear stability is governed by the linearized equation. However, for the Dullin–Gottwald–Holm system, the nonlinearity plays the dominant role rather than being a higher-order correction to linear terms. Thus it is unclear how one can get nonlinear stability of peakons by studying the linearized problem. Moreover, the peakons are not differentiable, making it difficult to analyze the spectrum of the linearized operator around them.
We think one possible approach to establish the stability of the peakons for the GDGH2 system is due to Constantin and Strauss (2000), Lin and Liu (2009) for the Degasperis–Procesi equation). To extend the approach to nonlinear stability of the GDGH2 peakons, our main difficulty is: by expanding the energy E (given by (1.6) in the introduction) around the peakon, the error term is in the form of the difference of the maxima of peakon and the perturbed solution. Then how to estimate this error term?
We will study the orbital stability of the smooth solitary waves of the GDGH2 system using the classical method provided by Grillakis et al. (1987).
In view of the length of this paper, we will discuss the stability of smooth solitary waves and peakons in a forthcoming paper.
Though there is no explicit expression for φ, and so η in view of (3.10), as in Zhang and Liu (2010), the effects of the traveling speed c on the function φ can be analyzed to provide some general description of its profile. Similarly to the case in Zhang and Liu (2010) we have
Proposition 3.13
Assume (3.16) holds and φ is a smooth solitary wave of (3.1) as obtained in Theorem 3.7. Then ∂ c φ decays exponentially to zero at infinity and has at most two zeros on ℝ. In particular, if −A 1<γ<A and \(A_{1}<c<\frac{1}{A-\gamma}\), then ∂ c φ has exactly two zeros on ℝ.
Proof
Again we only discuss the case c>A 1. The other cases can be handled similarly.
Denote ω=∂ c φ. The exponential decay of ω can be inferred from (A.2). Since φ is unique and even up to translations, we may assume that φ(0)=c−A 1. Hence ω(0)=1 and ω is even. Assume ω(x 0)=0 for some x 0>0. Differentiating (3.24) with respect to c and evaluating at x=x 0, we get
where use has been made of c+γ−σφ>0. Since φ x (x 0)<0, we deduce from the above inequality that ω x (x 0)<0. Therefore ω is strictly decreasing near x 0. It is then inferred from the continuity of ω that it has at most two zeros on ℝ.
If −A 1<γ<A and \(A_{1}<c<\frac{1}{A-\gamma}\), then we have (−A−γ)c 2+2c−γ>0. Using the decay estimate (A.2) we see that φ decays faster at infinity as c gets larger, since
we know ω(x)<0 at infinity and ω has at least two zeros. Combining the above argument we proved that ω(x) has exactly two zeros ±x 0 in this case.
Next we try to find an implicit formula for the peaked solitary waves. Let us consider only the case −c<−A 1<γ. By Theorem 3.7 we know that peaked solitary waves exist only when γ=(σ−1)c−σA 1. In this case we have
Since φ is positive, even with respect to some x 0 and decreasing on (x 0,∞), so for x>x 0 we have
Integrating we get
Let \(\omega=1-\frac{A_{2}}{c-t}\) in the above equation; then
Therefore we obtain an implicit formula for the peaked solitary waves:
□
4 Wave-Breaking Phenomena
In this section, we study the blow-up problem for the GDGH system (1.5). For convenience, we rewrite system (1.5) as the following conservation law form (see also system (3.6)):
4.1 Blow-up Scenario
Using the Littlewood–Paley analysis for the transport equation and Moser-type estimates, Gui and Liu proved the following lemma in Gui and Liu (2010) to handle the regularity of solutions to the model (1.2). We recall this proposition for completeness.
Proposition 4.1
(Gui and Liu 2010)
Let 0<σ<1. Suppose that f 0∈H σ,g∈L 1([0,T];H σ), v,∂ x v∈L 1([0,T];L ∞) and that \(f \in L^{\infty} ([0,T]; H^{\sigma} ) \cap C ( [0,T]; \mathcal{S'} )\) solves the 1-dimensional linear transport equation
Then f∈C([0,T];H σ). Moreover, to state it precisely, there exists a constant C depending only on σ and such that the following statement holds:
or, hence,
with \(V(t) = \int_{0}^{t} ( \|v(\tau)\|_{L^{\infty}} + \|\partial_{x} v(\tau)\|_{L^{\infty}} ) \,\mathrm{d}\tau\).
The two equations for u and ρ in system (4.1) are of a transport structure,
It is well known that most of estimates are available when v has enough regularity. Roughly speaking, the regularity of the initial data is expected to be preserved as soon as v belongs to L 1(0,T;Lip). More specifically, u and ρ are “transported” along directions of u−γ and u, respectively. Thus, the solution can be estimated in a Gronwall way involving \(\| u_{x} \|_{L^{\infty}}\). Hence, we can use these estimates and Proposition 4.1 to derive the following blow-up criterion. The detailed proof can be found in Gui and Liu (2010).
Theorem 4.2
Assume (u,ρ) is the solution of system (4.1) with initial data (u 0,ρ 0−1)∈H s×H s−1,s≥2, and let T be the maximal time of existence. Then
Based on the above result, we can establish the following theorem on the precise blow-up mechanism. It is shown that the solution to the model (4.1) can only have singularities which correspond to wave breaking.
Theorem 4.3
(Wave-breaking criterion)
Let (u 0,ρ 0−1)∈H s×H s−1 with s≥2, and T>0 be the maximal time of existence of the solution (u,ρ) to system (4.1) with initial data (u 0,ρ 0). Then the corresponding solution (u,ρ) blows up in finite time if and only if
Since the proof of this result is essentially similar to Theorem 3.4 in Chen and Liu (2011), so we omit it here.
4.2 Wave-Breaking Phenomena
We next give two conditions, which can guarantee wave-breaking phenomena in finite time. We will use the following two associated Lagrangian scales of the GDGH system (4.1), namely:
and
where u∈C 1([0,T),H s−1) is the first component of the solution (u,ρ) to system (4.1) with initial data (u 0,ρ 0−1)∈H s×H s−1 (s≥2), and T>0 is the maximal time of existence. By a direct calculation, we have
and
Then,
and
which means that q i (t,⋅):ℝ→ℝ (i=1,2) are two diffeomorphisms of the line for every t∈[0,T). Consequently, the L ∞-norm of any function v(t,⋅)∈L ∞ (t∈[0,T) is preserved under the family of these two diffeomorphisms q i (t,⋅) (i=1,2), i.e.,
Similarly,
and
We recall the following useful lemma established by Constantin and Escher.
Lemma 4.4
(Constantin and Escher 1998a)
Let T>0 and v∈C 1([0,T);H 2). Then for every t∈[0,T), there exists at least one point ξ(t)∈ℝ with
and the function m(t) is almost everywhere differentiable on (0,T) with
We are in the position to give the first blow-up result.
Theorem 4.5
Let σ>0. Assume (u 0,ρ 0−1)∈H s×H s−1 with s≥2. If there is some x 0∈ℝ such that
and one of the following two conditions holds:
Then the corresponding solution (u,ρ) to system (4.1) blows up in finite time in the following sense: there is a T 1 with
respectively, such that
where
and
is the maximum point of the function
Proof
By Theorem 3.2 and a simple density argument, we need only to prove this theorem for s≥3. We may also assume u 0≠0, otherwise it is trivial. Let T>0 be the maximal time of existence of the corresponding solution (u,ρ) to system (4.1).
By Lemma 4.4, we can define m 1(t) and ξ(t) as
Obviously
Since q 2(t,⋅) defined by (4.4) is a diffeomorphism of the line for any t∈[0,T), there exists a x 1(t)∈ℝ such that
Along the trajectory of q 2(t,x 1(t)), we have
Equations (4.6) and (4.13) imply that
hence we can choose ξ(0)=x 0 and ρ 0(ξ(0))=ρ 0(x 0)=0, and then from (4.16) it follows that
Using the identity \(-\partial_{x}^{2} p\ast f = f - p\ast f\), for any f∈L 2, by differentiating the first equation in (4.1) with respect to x we obtain
Let
Hence, along the trajectory q 2(t,x 1(t)), for t∈[0,T), noting (4.14), we have
where “′” is the derivative with respect to t.
We first prove the case (4.7). Toward this goal, let us now estimate the upper bound for f. Since \(\partial_{x}^{2} p\ast u = \partial_{x} p \ast \partial_{x} u\), we have
By the Sobolev embedding theorem, we have
Using Young’s inequality, we deduce that
where ε 0 is defined by (4.11),
and
Substituting the above four estimates (4.23)–(4.26) back into (4.22), we arrive at
for (t,x)∈[0,T)×ℝ. We claim that
Indeed, since ε 0 is the maximum point of the function g(ε), it is inferred that
and (4.7) reduces to
In view of the definitions of C 3 and g(ε 0), it follows that
Now by (4.21) it is deduced that
which shows that m 1(t) is strictly decreasing in [0,T). If the solution (u,ρ) to (4.1) exists globally in time, i.e. T=∞, we will derive a contradiction. Define
Integrating (4.27) over [0,t 1] yields
where we have used (4.17). Therefore
We also get from (4.27) that \(m_{1}'(t) \leq-\frac{\sigma}{2} m_{1}^{2}(t)\) on [t 1,T), i.e.,
Integrating this inequality and taking into account (4.29) lead to
hence
which implies \(T \leq t_{1} + \frac{2}{\sigma}\); this is a contradiction since T equals ∞.
We next prove the case (4.8). Instead of (4.24), we use the following estimate:
Combing (4.23), (4.25)–(4.26) and (4.31), it is easy to find that
From (4.21), we deduce that
If \(m_{1} (0) = u_{0,x} (x_{0}) < - \frac{C_{2}}{\sqrt{\sigma}}\), we now claim that
In fact, as \(m_{1}(0) < -\frac{C_{2}}{\sqrt{\sigma}}\) and m 1(t) is continuous, failure of (4.34) would ensure the existence of some t 0∈(0,T) such that \(m_{1}(t) < -\frac{C_{2}}{\sqrt{\sigma}}\) on [0,t 0), while \(m_{1} (t_{0}) = - \frac{C_{2}}{\sqrt{\sigma}}\). But then we would have by (4.33)
Being locally Lipshitz, the function m 1(t) is absolutely continuous on [0,t 0], and therefore an integration of the previous inequality would lead to
which contradicts our assumption \(m_{1} (t_{0}) = - \frac{C_{2}}{ \sqrt{\sigma}}\).
Solving the inequality (4.33) gives
In view of \(0< \frac{\sqrt{\sigma} m_{1} (0)+ C_{2}}{ \sqrt {\sigma} m_{1} (0)- C_{2})} < 1\), we deduce that there exists T 1 satisfying
such that \(\lim_{t\uparrow T_{1}} m(t) = -\infty\). This completes the proof of Theorem 4.5. □
Corollary 4.6
Under the assumptions of Theorem 4.5, assume further that \(s> \frac{5}{2}\). Then there exists a T 2 with 0<T 1≤T 2 (T 1 is defined in (4.9) and (4.10)) such that
Proof
We only prove the case (4.7), since the other case is similar.
Differentiating the second equation in (4.1) with respect to x, evaluating it along the trajectory q 2(t,x), we obtain
Take x=x 1(t) (defined by (4.15)), in view of the fact u xx (t,ξ(t))=0 for a.e. t∈[0,T), one infers from (4.35) that
where ξ(t)=q 2(t,x 1(t)). Recall (4.13); by integrating one obtains
Since m 1(t) is strictly decreasing in [0,T), by (4.27) and (4.30) we have
where t 1 is defined by (4.28). Obviously,
Therefore, if ρ 0,x (x 0)>0, in view of Theorem 4.3, it is inferred that there exists some 0<T 1≤T 2 such that
as t↑T 2; if ρ 0,x (x 0)<0, one can deduce (b) similarly. This completes the proof of Corollary 4.6. □
The second blow-up result we obtained is
Theorem 4.7
Let σ<0. Assume (u 0,ρ 0−1)∈H s×H s−1 (s≥2) and there exists some x 1∈ℝ such that
where
Then there exists a T 3 with
such that
Proof
As in the proof of Theorem 4.5, we need only to prove this theorem for s≥3 and u 0≠0. Let T>0 be the maximal time of existence of the corresponding solution (u,ρ) to system (4.1).
We now estimate the lower bound for f defined by (4.20). Similar to the proof of (4.32), one infers that
Since
and by Lemma 4.4, there exists at least a η(t)∈ℝ such that
Obviously,
Recall that q 2(t,⋅) defined by (4.4) is a diffeomorphism of the line for any t∈[0,T), we see that there exists a x 2(t)∈ℝ such that
Evaluating (4.19) along q 2(t,x 2(t)), in view of (4.38), we obtain
Equation (4.37) implies that \(m_{2} (0) \geq u_{0,x}(x_{1}) > \frac{C_{4}}{\sqrt{-\sigma}}\); then from (4.41) it follows that \(m_{2}'(0) >0\) and m 2(t) is strictly increasing over [0,T). Therefore
Let
By (4.42), it is inferred from (4.41) that
Solving this inequality gives
Consequently,
which is the desired result and completes the proof of the theorem. □
Remark 4.8
It should be pointed out that a “null condition” as (4.6) is not required in Theorem 4.7.
4.3 Lower Bound of the Lifespan
Attention is now turned to a lower bound depending only on \(\| ( u_{0}, \rho_{0} -1 ) \|_{H^{1} \times L^{2}}\) and inf x∈ℝ u 0,x (x) for the lifespan of the solution of system (4.1). We obtain the following result.
Theorem 4.9
Let σ>0. Assume that (u 0,ρ 0−1)∈H s×H s−1 with s≥2 and T max>0 is the lifespan of the corresponding solution to (4.1). Assume further (4.6) holds, i.e., there is some x 0∈ℝ such that
If T max<∞, then the lifespan T max>0 satisfies
where C 5 is defined by
Proof
For use during the proof, we derive a lower bound estimate of f defined by (4.20) for σ>0. Similar to the proof of (4.38), we have
Let us first assume that the initial data (u 0,ρ 0−1)∈H s×H s−1 (s≥3). Noting (4.44), from (4.21) it is inferred that
Integrating gives
or, which is the same,
Consequently, due to (4.2), we deduce from the above inequality the desired result (4.43).
If s∈[2,3), it is easy to see that the lifespan \(T^{s}_{\max}\) as a function of s for the initial data (u 0,ρ 0−1)∈H s×H s−1 with s≥2 is non-increasing. Therefore \(T^{s}_{\max} \geq T^{r}_{\max}\), for 2≤s≤r. This ensures the validity of the lower bound of the lifespan T max in (4.43) for all s≥2. □
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Acknowledgements
This work is partially supported by the NNSF (11071141, 11171158, 11271192) of China, National Basic Research Program of China (973 Program) No. 2013CB834100, “333” and Qing Lan Project of Jiangsu Province, the Natural Science Foundation of Jiangsu Province (BK2011777), China Postdoctoral Science Foundation (20100481161), the Postdoctoral Foundation of Jiangsu Province (1001042C) and the NSF of the Jiangsu Higher Education Committee of China (11KJA110001).
The authors are indebted to the referee for giving some important suggestions, which improved the presentations of this paper.
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Appendix
Appendix
In this section, we supplement the proof of Theorem 3.9.
Proof of Theorem 3.9
First from (3.24) and the decay of φ(x) at infinity, we know that solitary waves exist if condition (3.15) holds.
If c=A 1, then (3.24) becomes
(1) If γ>−A 1, then we see that φ(x)<0 near −∞. Similarly as in the proof of Theorem 3.7, we can find some x 0 sufficiently negative with φ(x 0)=−ε<0 and φ x (x 0)<0, and we can construct a unique local solution φ(x) on [x 0−L,x 0+L] for some L>0.
If σ<0, we see that \(\frac{1}{A_{1}+\gamma-\sigma\varphi}\) is decreasing when (A 1+γ)/σ<φ≤0. Combining this with (3.18) we know that F 1(φ) decreases for φ<0. Because φ x (x 0)<0,φ(x) decreases near x 0, so that F 1(φ) increases near x 0. Hence from (A.1), φ x (x) decreases near x 0, then φ and φ x both decreases on [x 0−L,x 0+L]. Since \(\sqrt{F_{1}(\varphi)}\) is locally Lipschitz in φ for (A 1+γ)/σ<φ≤0, we can easily continue the local solution to (−∞,x 0−L] with φ(x)→0 as x→−∞. As for x≥x 0+L, we can solve the initial valued problem
all the way until ψ=(A 1+γ)/σ, which is a simple pole of F 1(φ). By (3.27) and (3.28), we deduce that we can construct an anticusped solution with a cusp singularity at φ=(A 1+γ)/σ.
If σ>0, then \(F'_{1}(\varphi)<0\) for φ<0. A similar argument as Theorem 3.7 shows that there is no solitary wave in this case.
(2) If γ<−A 1, then we see that φ(x)>0 near −∞. Similarly as in the proof of Theorem 3.7, we can find some x 0 sufficiently negative with φ(x 0)=ε>0 and φ x (x 0)>0, and we can construct a unique local solution φ(x) on [x 0−L,x 0+L] for some L>0.
If σ<0, then \(\frac{1}{A_{1}+\gamma-\sigma\varphi}\) is decreasing when 0≤φ<(A 1+γ)/σ. Using (3.18) it is easy to find that F 1(φ) increases for φ>0. If (σ−1)A 1<γ<−A 1, then \(\sqrt{F_{1}(\varphi)}\) is locally Lipschitz in φ for 0≤φ<(A 1+γ)/σ. Similarly as in the proof of (1), we can construct a cusped solution with a cusp singularity at φ=(A 1+γ)/σ.
If σ>0, we also see that there is no solitary wave by the similar proof of Theorem 3.7.
Similarly, we conclude that when c=A 2, there is no solitary wave when σ>0. When σ<0 and −A 2<γ<(σ−1)A 2, there is an anticusped solution with a cusp singularity at (A 2+γ)/σ. When σ<0 and γ<−A 2, there is an cusped solution with a cusp singularity at (A 2+γ)/σ.
For the case (3.16), 14 cases are there we will consider. we will only look at −c<−A 1<γ. The other cases can be handled in a very similar way. Applying (3.24), we know that φ cannot oscillate around zero near infinity. Let us consider the following two cases.
Case 1. φ(x)>0 near −∞. Then there is some x 0 sufficiently negative so that φ(x 0)=ε>0, with ε sufficiently small, and φ x (x 0)>0.
(i) When σ≤1, \(\sqrt{F(\varphi)}\) is locally Lipschitz in φ for 0≤φ<c−A 1. Hence there is a local solution to
on [x 0−L,x 0+L] for some L>0. Therefore by (3.25) and (3.26), we obtain a smooth solitary wave with maximum height φ=c−A 1 and an exponential decay to zero at infinity
(ii) When σ>1, \(\sqrt{F(\varphi)}\) is locally Lipschitz in φ for \(0\leq\varphi<\frac{c+\gamma}{\sigma}\). Thus if \(c-A_{1}<\frac{c+\gamma}{\sigma}\), i.e., \(A_{1}<c<\frac{-\gamma-\sigma A_{1}}{1-\sigma}\), it becomes the same as (i) and we can obtain smooth solitary waves with exponential decay.
If \(c-A_{1}=\frac{c+\gamma}{\sigma}\), then the smooth solution can be constructed until \(\varphi=c-A_{1}=\frac{c+\gamma}{\sigma}\). However, at \(\varphi=c-A_{1}=\frac{c+\gamma}{\sigma}\) it can make a sudden turn and so give rise to a peak. Since φ=0 is still a double zero of F(φ), we still have the exponential decay here.
If \(c-A_{1}>\frac{c+\gamma}{\sigma}\), then \(\varphi=\frac{c+\gamma}{\sigma}\) becomes a pole of F(φ). Using (3.27) and (3.28), we obtain a solitary wave with a cusp at \(\varphi=\frac{c+\gamma}{\sigma}\) and decays exponentially.
Case 2. φ(x)<0 near −∞. In this case we are solving
for some x 0 sufficiently negative and ε>0 sufficiently small.
When σ>0 we see that F′(φ)<0, for φ<0. Therefore in this case there is no solitary wave.
If σ<0, then φ=(c+γ)/σ<0 is a pole of F(φ). Arguing as before, we obtain an anticusped solitary wave with min x∈ℝ=(c+γ)/σ, which decays exponentially.
Finally, by the standard ODE theory and the fact that Eq. (3.11) is invariant under the transformations x⟶−x, we conclude that the solitary waves obtained above are unique and unambiguous up to translations. □
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Han, Y., Guo, F. & Gao, H. On Solitary Waves and Wave-Breaking Phenomena for a Generalized Two-Component Integrable Dullin–Gottwald–Holm System. J Nonlinear Sci 23, 617–656 (2013). https://doi.org/10.1007/s00332-012-9163-0
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DOI: https://doi.org/10.1007/s00332-012-9163-0