Abstract
In this paper, we mainly study a new weakly dissipative quasilinear shallow-water waves equation, which can be formally derived from a model with the effect of underlying shear flow from the incompressible rotational two-dimensional shallow water in the moderately nonlinear regime by Wang, Kang and Liu (Appl Math Lett 124:107607, 2022). Considering the dissipative effect, the local well-posedness of the solution to this equation is first obtained by using Kato’s semigroup theory. We then establish the precise blow-up criterion by using the transport equation theory and Moser-type estimates. Moreover, some sufficient conditions which guarantee the occurrence of wave-breaking of solutions are studied according to the different real-valued intervals in which the dispersive parameter \(\theta \) being located. It is noteworthy that we need to overcome the difficulty induced by complicated nonlocal nonlinear structure and different dispersive parameter ranges to get corresponding convolution estimates.
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1 Introduction
A quasilinear shallow-water waves equation can be expressed as
where u(t, x) represents the horizontal velocity field at a specific depth \(z_0\). After the re-scaling, it is required that \(0\leqslant z_0\leqslant 1\), \(\theta \ne 3\) and
In fact, \(\theta \) is a parameter to balance between nonlinear steepening and amplification in fluid convection due to stretching, the parameter A denotes a linear underlying shear flow, which satisfy the relationship \(c=\frac{1}{2}\left( \sqrt{A^2+4}+A\right) \). Moreover,
and
This equation is a model with the effect of underlying shear flow from the incompressible rotational two-dimensional shallow water in the moderately nonlinear regime, which was proposed in [35] according to the method of double asymptotic expansion by Wang, Kang and Liu. In fact, it is inferred from [35] that the presence of the underlying shear flow cannot be neglected, which gives rise to the higher-power nonlinear terms \(u^2u_x\) and \(u^3u_x\) in (1.1).
As mentioned in [35], the role of underlying shear and Coriolis force in the modeling equation is the same, however, the modes of action of these two physical quantities on depth are completely different. For the shallow water, the shear can become a dominant feature in the waves dynamics. On the other hand, the Coriolis force is key for the larger-scale motion. It should be pointed out here that the Coriolis force only in equatorial regions does this act like a wave guide and favours one-directional flow [16].
In recent years, some quasilinear shallow-water waves equations have been widely studied. For instance, Johnson [29] established the Camassa–Holm type equation for the movement of water waves over a shear flow. With the scaling of \(\mu<<1\), \(\varepsilon =O\left( \root 4 \of {\mu }\right) \), a high-order nonlinear shallow water equation was obtained by Quirchmayr in [34]. Li and Liu [32] derived a highly nonlinear shallow water model by using the methods of double asymptotic expansion.
In fact, in the vanishing limit for \(A\rightarrow 0\) with \(\theta \ne 3\), we have \(c\rightarrow 1\), \(\alpha \rightarrow \frac{1}{2}\), \(\mu \rightarrow \frac{5}{6(3-\theta )}\), \(\mu _0\rightarrow \frac{\theta +2}{6(3-\theta )}\), \(\Lambda _1\rightarrow 0\), \(\Lambda _2\rightarrow 0\) and \(z_0^2\rightarrow \frac{23-11\theta }{12(3-\theta )}\). By using the scaling transformation \(u(t,x)\rightarrow \alpha \varepsilon u\left( \sqrt{\mu \delta ^2}t,\sqrt{\mu \delta ^2}x\right) \) and the Galilean transformation \(u(t,x)\rightarrow u\left( t,x-\frac{3}{4}t\right) +\frac{3}{4}\), Eq. (1.1) can be rewritten as the following equation [20, 21]
where u(t, x) describes the radical stretch with respect to a prestressed state [20], which was formerly obtained in the context of compressible hyperelastic rod. Due to the different choices of \(\theta \), Eq. (1.1) can be simply reduced to some classical model equation.
In particular, for \(\theta =1\), Eq. (1.2) is reduced to the classical Camassa–Holm (CH) equation
where u(t, x) represents the horizontal fluid velocity in the x direction at height \(z_0=\frac{1}{\sqrt{2}}\). The CH equation was firstly proposed according to a formal deduction without physical motivation by Fuchssteiner and Fokas in [25]. However, in view of a physical perspective, the CH equation was derived as a unidirectional model for describing the height of water’s free surface above the flat bottom for a shallow water waves in [4] by Camassa and Holm, which can be considered as the cornerstone of an active field of investigation of nonlocal integrable equation. The CH equation also has a geometrical interpretation which can be associated with the geodesic flow on the infinite demensional Hilbert manifold [8, 17]. Furthermore, as \(\theta =1\), Eq. (2.24) can be viewed as geodesic flow. It is well-known that the CH equation has a bi-Hamiltonian structure [25] and is also completely integrable [4, 9], its solitary wave are peaked [3, 4, 9, 10, 15], they are orbitally stable and interact like solitons [1, 19]. Moreover, the CH equation also has the solutions of multi-peakons [4, 5] and the presence of wave breaking, which means that the solution u(t, x) remains bounded while its slope becomes unbounded in finite time [8, 13].
Meanwhile, the Cauchy problem of (1.3) was widely studied in the past decades and lots of important qualitative properties have been obtained. In particular, local well-posedness [11,12,13,14, 22, 31, 33] and wave-breaking phenomena [2, 6, 11, 13, 14, 18, 33, 36, 39], etc. For instance, the local well-posedness for initial data \(u_0\in H^s, s>\frac{3}{2}\) was proved in [13, 33]. One has studied the wave-breaking criteria for (1.3) by establishing the Riccati-type differential inequality in [6, 36, 39]. Furthermore, due to the structure of CH equation, Brandolese [2] obtained local-in-space blow-up criterion, which describes that the formation of singularity is not locally disturbed by data in the area around that point.
In general, energy dissipation is inevitable in the real word. Ghidaglia [26] investigated the long time behavior of solutions for the KdV equation with the weakly dissipative effect as the finite-dimensional dynamical system. The global existence and wave-breaking phenomena of the weakly dissipative Camassa–Holm equation were considered by Wu and Yin in [37]. The local well-posedness and wave-breaking phenomena of the weakly dissipative Camassa–Holm equation with quadratic and cubic nonlinearities was studied in [24]. Guo [28] focused on the existence of global solutions, persistence properties and propagation speed to the weakly dissipative Degasperis–Procesi equation.
To our best knowledge, the qualitative properties of (1.1) with or without dissipative effect have not been studied yet. In this paper, we mainly consider the following Cauchy problem of a weakly dissipative quasilinear shallow-water waves equation
where \(\lambda \) is the nonnegative dissipative parameter. First, the local well-posedness of (1.4) is obtained by using Kato’s semigroup theory, and we then get the precise blow-up criterion to (1.4) by using the transport equation theory and Moser-type estimates. Moreover, we study some sufficient conditions of wave-breaking to (1.4) based on the different real-valued intervals in which the dispersive parameter \(\theta \) being located. Specifically, the first wave-breaking criterion with \(\theta \in \mathbb R\setminus \{0\}\) is studied by utilizing the piecewise convolution estimate in Lemma 3.1 and energy method. We then apply Lemma 2.2 and Gagliardo–Nirenberg inequality to give a class of wave-breaking criteria of (1.4) with \(\theta \in \mathbb R_+=(0,+\infty )\), which is inspired by Theorem 2.1 in [38]. Finally, by tracking the dynamics of two linear combinations of u and \(u_x\) along the characteristics, we obtain the wave-breaking criterion with \(\theta \in [1,3)\). It is worth noting that we need to make more subtle convolution estimates in order to overcome the difficulties caused by the complicated nonlocal nonlinear structure and different dispersive parameter ranges. Indeed, the results we obtained include the corresponding results of Eq. (1.1) with and without dispersive effect.
The rest of this paper is organized as follows. In Sect. 2, the local well-posedness result and the precise blow-up criterion are presented. In Sect. 3, the wave-breaking criteria are established in detail.
We denote by \(C, C_i(i=0,1,2...)\) the estimates that hold up to some universal constant which may change from line to line but whose meaning is clear throughout the context.
2 Local well-posedness and precise blow-up criterion
In this section, we give the local well-posedness and precise blow-up criterion of the solution for (1.4). To this end, we first introduce the scaling transforation \(u(t,x)\rightarrow \alpha \varepsilon u\left( \sqrt{\mu \delta ^2}t,\sqrt{\mu \delta ^2}x\right) \), then the Cauchy problem (1.4) turns into
equivalents to the following non-local form
where the Green’s function \(p(x)=\frac{1}{2}e^{-|x|}\) and \(*\) represents the spatial convolution. For any \(f\in L^2(\mathbb R)\), \(\left( 1-\partial _x^2\right) ^{-1}f=p*f\) holds.
Theorem 2.1
Given \(u_0\in H^s(\mathbb {R})\), \(s>\frac{3}{2}\), then there exists a maximal time of existence \(T>0\) and a unique solution u to the Cauchy problem (2.2) such that
Moreover, the solution u depends continuously on the initial data.
Proof
We can verify the all assumption of Kato’s semigroups theory [30]. As the proof process is standard, we omit it here. \(\square \)
Lemma 2.2
Assume that u is the solution of (2.2) with the initial data \(u_0\in H^s(\mathbb {R})\), \(s>\frac{3}{2}\). Then for any \(t\in [0,T)\), we have
Moreover, define
then we have \(||u||^2_{H^1}\leqslant ||u_0||^2_{H^1}=2E_0\).
Proof
Multiplying both sides of the first equation of (2.1) by u, we have
Integrating (2.3) with respect to x over \(\mathbb {R}\), we get
where we have used the relations
Substituting (2.5) and (2.6) into (2.4), we have
Integrating (2.7) with respect to t, we obtain
i.e.,\(||u||^2_{H^1}=e^{-2\lambda t}||u_0||^2_{H^1}\leqslant 2E_0\). This completes the proof. \(\square \)
Proposition 2.3
([27]). Let \(s\in (0,1)\), suppose that \(f_0\in H^s(\mathbb {R})\), \(g\in L^1([0,T];H^s(\mathbb {R}))\) and \(v,v_x\in L^1([0,T];L^\infty )\), and that \(f\in L^\infty ([0,T];H^s(\mathbb {R}))\cap C([0,T];S')\) solves the following one-dimensional linear transport equation
Then \(f\in C([0,t];H^s(\mathbb {R}))\). More precisely, there exists a constant C depending only on s such that the following estimate holds:
Hence
where \(V(t)=\int _0^t(||v(\tau )||_{L^\infty }+||v_x(\tau )||_{L^\infty })d\tau \).
Lemma 2.4
([7]). Let \(\Lambda \) be a operator defined as \(\Lambda =\left( 1-\partial _x^2\right) ^\frac{1}{2}\). If f and g are smooth enough, then
for all \(s>\frac{3}{2}\) and \(C>0\).
Proposition 2.5
([7]). The following Moser-type estimates hold:
-
(1)
For \(s\geqslant 0\),
$$\begin{aligned} ||fg||_{H^s(\mathbb {R})}\leqslant C(||f||_{H^s(\mathbb {R})}||g||_{L^\infty (\mathbb {R})}+||f||_{L^\infty (\mathbb {R})}||g||_{H^s(\mathbb {R})}). \end{aligned}$$ -
(2)
For \(s>0\),
$$\begin{aligned} ||f\partial _x g||_{H^s(\mathbb {R})}\leqslant C(||f||_{H^{s+1}(\mathbb {R})}||g||_{L^\infty (\mathbb {R})}+||f||_{L^\infty (\mathbb {R})}||\partial _xg||_{H^s(\mathbb {R})}). \end{aligned}$$ -
(3)
For \(s_1\leqslant \frac{1}{2}\), \(s_2>\frac{1}{2}\) and \(s_1+s_2>0\),
$$\begin{aligned} ||fg||_{H^{s_1}(\mathbb {R})}\leqslant C||f||_{H^{s_1}(\mathbb {R})}||g||_{H^{s_2}(\mathbb {R})}, \end{aligned}$$where the constant C is independent of f and g.
Theorem 2.6
Let u be the solution of (2.2) with initial data, \(u_0\in H^s(\mathbb {R})\), \(s>\frac{3}{2}\). If T is the maximal time of existence, then \(T<\infty \) such that
Proof
We first apply the transformation \(u(t,x)\rightarrow u\left( t,x-\frac{\mu _0}{\mu }t\right) \) to (2.2), we get
Acting both sides of (2.11) on \(\Lambda ^s u\Lambda ^s\), we have
Integrating (2.12) with respect to x over \(\mathbb {R}\), we get
Therefore, combining (2.13) and a direct calculation, we have
A direct calculation yields
Substituting (2.15) into (2.14), we get
By using Lemma 2.4, for \(s>0\), we get
Then from (2.16) and (2.17), we have
Taking integration of (2.18) from 0 to t gives that
Applying Proposition 2.5, a direct computation reveals that
It follows from (2.19)–(2.20) that
Then applying the Gronwall’s inequality, Sobolev embedding \(H^s(\mathbb R)\hookrightarrow L^\infty (\mathbb R), s>\frac{1}{2}\), (2.21) and Lemma 2.2, we have
Suppose now the maximal existence time \(T<\infty \) satisfies \(\int _0^T||u_x||_{L^\infty }d\tau <\infty \), it then follows from (2.22) that
which contradicts the assumption on the maximal existence time \(T<\infty \). \(\square \)
Now we consider the following associated Lagrangian scale form of (2.2)
where \(u\in C^1\left( [0,T),H^{s-1}\right) \) is the solution of (2.2) with initial data \(u_0\in H^s\), \(s>\frac{3}{2}\), and \(T>0\) is the maximal time of existence. A direct calculation shows that
Then, for \((t,x)\in [0,T)\times \mathbb R\), we have
which implies that \(q(t,\cdot ): \mathbb R\rightarrow \mathbb R\) is a diffeomorphism of the line for each \(t\in [0,T)\).
Lemma 2.7
([13]). Let \(T>0\) and \(v\in C^1([0,T); H^s(\mathbb R)), s>\frac{3}{2}\). Then for every \(t\in [0,T)\), there exists at least one point \(\xi (t)\in \mathbb R\) with
and the function m is almost everywhere differentiable on (0, T) with
In order to obtain the precise blow-up criterion, we first prove that \(\theta u_x\) is uniformly bounded from above in the following lemma. The method of proof is similar with outlined in [27].
Lemma 2.8
Let \(\theta \in \mathbb R\setminus \{0\}\) and u be the solution of (2.2) with initial data \(u_0\in H^s(\mathbb {R})\), \(s>\frac{3}{2}\) and T the maximal time of existence
(1) If \(\theta >0\), then
(2) If \(\theta <0\), then
where
Proof
Theorem 2.1 and a density argument imply that it suffices to prove the desired estimates for \(s\geqslant 3\), thus, we take \(s=3\) in the proof. Also we may assume \(u_0\ne 0\).
Differentiating (2.11) with respect to x and using the identity \(-\partial _x^2 p*f=f-p*f\), we obtain
(1) For \(\theta >0\), it is a fact that
Consider \(m_1(t)\) and \(\alpha (t)\) as follows:
Hence,
Taking the trajectory q(t, x) defined in (2.24), then we know that \(q(t,x): \mathbb R\rightarrow \mathbb R\) is a diffeomorphism for every \(t\in [0,T)\). Therefore, there exists \(x_1(t)\in \mathbb R\) such that
Then, along the trajectory \(q(t, x_1)\), we can deduce from (2.27) that
for \(t\in [0,T)\), where f(t, q(t, x)) is given by
In order to get the wave-breaking result later, we first derive the upper and lower bounds for f. Using that \(\partial _x^2p*u=p_x*u_x\), we have
By the Hölder’s inequality and Lemma 2.2, we have
and
Substituting (2.32)–(2.35) into (2.31), it is natural to bound f(t, x) by
For \(\theta <0\), we have a finer estimate
In fact, (2.29) can turn into
Denote
According to (2.37) and (2.38), we have
For any given \(x\in \mathbb {R}\), let us define
Notice that \(P_1(t)\) is a \(C^{1}\)-differential function in [0, T) and satisfies
We now show that
If not, assume that there exists \(t_0\in [0,T)\) such that \(P_1(t_0)>0\), let \(t_1=\max \{t<t_0;P_1(t)=0\}\), then \(P_1(t_1)=0\) and \(P'_1(t_1)\geqslant 0\), or equivalently
On the other hand, we have
which contradicts with (2.42). It verifies (2.41). Therefore, for the arbitrary chosen of x, (2.25) holds.
(2) For \(\theta <0\), we derive the lower bound for \(u_x\). Now we consider the function \(m_2(t)\)
Hence,
Similar as before, we take q(t, x) defined in (2.24), and choose \(x_2(t)\in \mathbb R\) such that
Let
Therefore,
Now for any given \(x\in \mathbb {R}\), we can define
Then \(P_2(t)\) is also a \(C^{1}\)-differentiable on [0, T) and satisfies
We now claim that \(P_2(t)\geqslant 0\), for \(t\in [0,T)\). If not, assume there is a \(\bar{t_0}\in [0,T)\) such that \(P_2(\bar{t_0})<0\). Define \(t_2=\max (t<\bar{t_0};P_2(t)=0)\), then \(P_2(t_2)=0\) and \(P'_2(t_2)\leqslant 0\), or equivalently
On the other hand, we have
This is a contradiction. It verifies \(P_2(t)\geqslant 0\) for \(t\in [0,T)\). Therefore, it deduced that (2.26) holds. \(\square \)
Theorem 2.9
Let \(\theta \in \mathbb R\setminus \{0\}\). Assume u be the solution of (2.2) with initial data \(u_0\in H^s(\mathbb {R})\), \(s>\frac{3}{2}\) and T is the maximal time of existence, then the corresponding solution u blows up in finite time if and only if
Proof
Assume that \(T<\infty \) and (2.45) is not valid. Then there is some positive constant \(M>0\) such that \((\theta u_x)(t,x)\geqslant -M\), \((t,x)\in [0,T)\times \mathbb {R}\). Then it follows from Lemma 2.8 that \(|u_x|\leqslant C\). Therefore, Theorem 2.6 implies that the maximal existence time \(T=\infty \), which contradicts the assumption that \(T<\infty \).
Conversely, if (2.45) holds, according to the Sobolev embedding theorem \(H^s(\mathbb R)\hookrightarrow L^\infty (\mathbb R), s>\frac{1}{2}\), the corresponding solution blows up in finite time, which completes the proof. \(\square \)
3 Wave-breaking phenomena
In this section, we study the wave-breaking phenomena of (1.4). To this end, we first present the following convolution estimate.
Lemma 3.1
Let \(\theta \in (0,3]\), then
Proof
The detailed proof of this lemma is similar to [23], so we omit it here. \(\square \)
Theorem 3.2
Let \(\theta \in \mathbb R\setminus \{0\}\) and \(\lambda \geqslant 0\). Assume that u is the solution of (2.2) with initial data \(u_0\in H^s(\mathbb {R}), s>\frac{3}{2}\). Suppose that \(T>0\) be the maximal existence time, and there exists a point \(x_0\in \mathbb {R}\) such that
and
Then the corresponding solution u to (2.2) blows up in finite time.
Proof
Differentiating (2.11) with respect to x, we get
Then, by using the identity \(\partial _x^2 p*f=p*f-f\), we have
where \(k=\frac{\mu _0}{\mu }-c\).
Multiplying (3.4) by \(\theta \), we get
Define m(t) and \(\xi (t)\) as
So that \(u_{xx}(t,\xi (t))=0\), almost everywhere \(t\in [0,T)\), since \(q_1(t,.)\) defined by (2.24) is a diffeomorphism of the line for any \(t\in [0,T)\), we see that there exists an \(x_3(t)\in \mathbb {R}\) such that
Therefore, according to (3.5) and (3.6), we get
In the following, we divide into the four cases to prove the theorem.
(1) For \(\theta \in (0,1)\), then by (3.7) and the first inequality of Lemma 3.1, we get
By the Hölder’s inequality, Cauchy–Schwarz inequality and Lemma 2.2, we have
Then, by (3.9)–(3.12), we have
Plugging (3.13)–(3.15) into (3.8), we get
Set
Then, we have
On account of the assumption (3.2), we get
From the continuity of m(t) with respect to t, we can obtain that for any \(t\in [0,T), m'(t)<0\). As a result, \(m(t)<-\lambda -\sqrt{\lambda ^2+2K}\).
We can infer from (3.17) that
According to (3.18), we have
Then there exists \(T>0\), which satisfies
such that
Therefore, according to Theorem 2.9, the solution u does not exist globally in time.
(2) For \(\theta \in [1,3)\), by (3.7), (3.14)–(3.15) and the second inequality of Lemma 3.1, we have
Set
Therefore,
Following the similar argument as case (1), we deduce that the solution u does not exist globally.
(3) For \(\theta \in (3,\infty )\), noting that \(\theta (3-\theta )<0\), by (3.7), (3.14)–(3.15), we have
Set
Following the similar proof as case (1), we deduce that the solution u does not exist globally.
(4) For \(\theta \in (-\infty ,0)\),
Set
Following the similar proof as case (1), we deduce that the solution u does not exist globally. \(\square \)
In the following, we give a class of wave-breaking result, which is motivated by the proof of Theorem 2.1 in [38].
Theorem 3.3
Let \(\theta \in \mathbb R_+=(0,+\infty )\) and \(\lambda =0\). Given \(u_0\in H^s(\mathbb {R})\), \(s>\frac{3}{2}\) and \(n\in \mathbb {R}_+\), if the slope of \(u_0\) satisfies
then there exists the lifespan \(T<\infty \) such that the solution u of (2.2) blows up. In particular, the lifespan T satisfies
where
and
with the constant \(\varepsilon ,\eta \in (0,1)\) such that \(K_1>0\).
Proof
For \(\lambda =0\), differentiating (2.11) with respect to x, using the identity \(\partial _x^2 p*f=p*f-f\), we have
Multiplying both sides of (3.24) by (2n+1)\(u^{2n}_x\), we have
Integrating (3.25) with respect to x over \(\mathbb {R}\), we get
Notice that
By (3.26), (3.27) and \(\theta , \alpha , \Lambda _2>0\), we have
By the Hölder’s inequality, Young’s inequality with \(\varepsilon \) and \(\eta \) and Lemma 2.2, we have
where the second inequality follows from the following Gagliardo-Nirenbery inequality
On the other hand, by using the Hölder’s inequality, Young’s inequality with \(\varepsilon \) and Lemma 2.2, we have
and
Substituting (3.29)–(3.35) into (3.28), a direct calculation yields
where \(K_1\) and \(K_2\) are defined in (3.22) and (3.23).
Again using the Hölder’s inequality, we have
Hence, denote \(h(t)=\int _\mathbb {R} u_x^{2n+1}dx\), (3.36) transforms into
If \(h(0)<-(\frac{K_2}{K_1})^\frac{2n+1}{2n+2}\), we can immediately deduce that \(h'(t)<0\), and h(t) is a decreasing function. So there exists lifespan \(T<\infty \) such that
Moreover, the above bound of the lifespan T is estimated by
Note that
So that
It follows from Theorem 2.9 that the solution of (2.2) blows up in finite time. This completes the proof. \(\square \)
Remark 3.4
In fact, when \(\theta \in [0,3]\), according to Lemma 3.1 in [2], we have the estimate
As a result, via adjusting the estimate of formula (3.28) and following the similar proof as Theorem 3.3, we can also obtain the wave-breaking result of (2.2).
Finally, we present the wave-breaking criterion with \(\theta \in [1,3)\). To this end, we first give a convolution estimate.
Lemma 3.5
([7]). Let \(\theta \in (0,3)\cup (3,4)\), \(\gamma \in [0, 1]\) and \(\delta _{\theta }=\frac{\sqrt{\theta }}{4}\left( \sqrt{12-3\theta }-\sqrt{\theta }\right) \). Then
Theorem 3.6
Let \(\theta \in [1,3)\) and \(\lambda \geqslant 0\). Assume that u be the solution of (2.2) with initial data \(u_0\in H^s(\mathbb R)\), \(s>\frac{3}{2}\) and \(T>0\) be the maximal time of existence, and there exists some \(x_0\in \mathbb {R}\) such that
Then the solution u blows up in finite time T. More precisely,
where
Remark 3.7
In fact, it is noting that the map \(\theta \mapsto \gamma _{\theta }\) is non-increasing on [0, 3] and non-decreasing on (3, 4]. Consequently, \(\gamma _{\theta }\in (0,1]\) as \(\theta \in [1,3)\).
Proof
Along the characteristic q(t, x) defined in (2.24), (2.11) and (2.27) yield
Let
where \(k=\frac{\mu _0}{\mu }-c\).
Differentiating M(t) and N(t) with respect to t, according to (3.40)–(3.42), Lemma 3.5 and Remark 3.7, we have
and
where \(C_0\) defined as
with the fact that
and
By the assumption (3.39), we have
It follows the standard continuity argument that
That implies that
Let \(g(t)=\sqrt{-M(t)N(t)}\). It then follows from (3.43) and (3.44) that
where we have used the fact \(\frac{M(t)-N(t)}{2g}\geqslant 1\).
Solving (3.45), we have
Then,
as
Consequently, when T is estimated by
we have
Therefore,
It follows from Theorem 2.9 that the solution of (2.2) blows up in finite time. This completes the desired proof. \(\square \)
Remark 3.8
Since the dispersive parameter \(\theta \) belongs to the positive real-value interval in Theorems 3.3 and 3.6, we only need to consider the \(u_x\) unbounded from below in the proof.
Data availibility
No data was used for the research described in the article.
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This work is supported by Fundamental Research Program of Shanxi Province (Grant Nos. 202203021212286 and 202203021222126).
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Dong, X., Su, X. & Wang, K. Wave-breaking phenomena for a new weakly dissipative quasilinear shallow-water waves equation. Monatsh Math 205, 235–266 (2024). https://doi.org/10.1007/s00605-024-01958-y
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DOI: https://doi.org/10.1007/s00605-024-01958-y