Validity of the Nonlinear Schr\"odinger Approximation for the Two-Dimensional Water Wave Problem With and Without Surface Tension in the Arc Length Formulation
Wolf-Patrick D\"ull

TL;DR
This paper rigorously justifies the nonlinear Schr"odinger approximation for 2D water waves with and without surface tension, providing uniform error estimates over relevant timescales in the arc length formulation.
Contribution
It offers a rigorous proof of the NLS approximation's validity for 2D water waves with and without surface tension, including uniform error bounds.
Findings
Error estimates are uniform with respect to surface tension strength.
The NLS approximation is valid over physically relevant timescales.
The proof applies to both cases with and without surface tension.
Abstract
We consider the two-dimensional water wave problem in an infinitely long canal of finite depth both with and without surface tension. In order to describe the evolution of the envelopes of small oscillating wave packet-like solutions to this problem the Nonlinear Schr\"odinger equation can be derived as a formal approximation equation. In recent years, the validity of this approximation has been proven by several authors for the case without surface tension. In this paper, we rigorously justify the Nonlinear Schr\"odinger approximation for the cases with and without surface tension by proving error estimates over a physically relevant timespan in the arc length formulation of the two-dimensional water wave problem. The error estimates are uniform with respect to the strength of the surface tension, as the height of the wave packet and the surface tension go to zero.
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11footnotetext: Universität Stuttgart, Institut für Analysis, Dynamik und Modellierung, Pfaffenwaldring 57, D-70569 Stuttgart, Germany; e-mail: [email protected]
Validity of the Nonlinear Schrödinger Approximation
for the Two-Dimensional Water Wave Problem With and Without Surface Tension in the Arc Length Formulation
Wolf-Patrick Düll1
Abstract
We consider the two-dimensional water wave problem in an infinitely long canal of finite depth both with and without surface tension. In order to describe the evolution of the envelopes of small oscillating wave packet-like solutions to this problem the Nonlinear Schrödinger equation can be derived as a formal approximation equation. In recent years, the validity of this approximation has been proven by several authors for the case without surface tension. In this paper, we rigorously justify the Nonlinear Schrödinger approximation for the cases with and without surface tension by proving error estimates over a physically relevant timespan in the arc length formulation of the two-dimensional water wave problem. The error estimates are uniform with respect to the strength of the surface tension, as the height of the wave packet and the surface tension go to zero.
1 Introduction
In this paper, we consider the two-dimensional water wave problem with finite depth of water. The two-dimensional water wave problem consists in finding the flow of an incompressible, inviscid fluid in an infinitely long canal of finite or infinite depth with a free top surface under the influence of gravity and possibly of surface tension. In Eulerian coordinates, the two-dimensional water wave problem with finite depth has the following form: The fluid fills a domain in between the bottom and the free top surface . The velocity field of the fluid is governed by the incompressible Euler’s equations
[TABLE]
where is the pressure and the constant of gravity.
Assuming that fluid particles on the top surface remain on the top surface, that the pressure at the top surface is determined by the Laplace-Young jump condition and that the bottom is impermeable yields the boundary conditions
[TABLE]
[TABLE]
where is the Bond number, which is proportional to the strength of the surface tension, and is the curvature of .
If the flow is additionally assumed to be irrotational, the above system can be reduced to a system defined on . Due to the irrotationality of the motion there exists a velocity potential with , which is harmonic in with vanishing normal derivative at . Moreover, the motion of the vertical component of the velocity is uniquely determined by the horizontal one, i.e., there exists an operator such that
[TABLE]
By using the potential , the system (3)–(9) can be reduced to
[TABLE]
or to
[TABLE]
From now on, let space and time in the above system be rescaled in such a way that and .
Choosing Eulerian coordinates to formulate the equations for the motion of water waves is natural for describing many physical experiments. But there are also alternative coordinate systems which yield appropriate frameworks for formulating the water wave problem. Each of these coordinate systems has its own advantages concerning applicability and mathematical structure of the resulting equations of the water wave problem. Hence, depending on the problem one intends to solve, one has to find out which coordinate system is the most adapted one.
The most known alternative systems are Lagrangian coordinates, see, for example, [49], holomorphic coordinates, see, for example, [17], the arc length formulation, see, for example, [3], and abstract coordinate independent systems which base on the fact that the solutions of (3)-(9) can be interpreted as the geodesic flow with respect to the potential energy, the kinetic energy and in case of surface tension also the surface energy on the infinite dimensional Riemannian manifold of volume-preserving homeomorphisms of , see, for example, [43]. In this differential geometric variational framework, the boundary conditions (7)-(9) appear as natural boundary conditions.
For an overview on the local and global well-posedness results for the water wave problem in the various formulations we refer to [10] and the references therein.
Concerning the qualitative behavior of the solutions, the full water wave problem is extremely complicated to analyze. A qualitative understanding of the solutions to the full water wave problem being usable for practical applications does not seem within reach for the near future, neither analytically nor numerically. Therefore, it is important to approximate the full model in different parameter regimes by suitable reduced model equations whose solutions have similar but more easily accessible qualitative properties.
The simplest reduced model equation is the linear wave equation. The most famous nonlinear approximation equations are the Korteweg-de Vries (KdV) equation and the Nonlinear Schrödinger (NLS) equation. By inserting the ansatz
[TABLE]
with and into (15)–(16), expanding the operator with respect to and equating the terms with the lowest power of one obtains that has to satisfy in lowest order with respect to the KdV equation
[TABLE]
where and , if . For further information about the KdV approximation we refer to [10] and the references therein.
The ansatz for the NLS approximation is
[TABLE]
where . Here is the basic temporal wave number associated via the linear dispersion relation of the two-dimensional water wave problem with finite depth, namely
[TABLE]
to the basic spatial wave number of the underlying carrier wave , that means that , where the branch of solutions
[TABLE]
is chosen. Moreover, is the group velocity, i.e., , the complex-valued amplitude, and c.c. the complex conjugate. This ansatz leads to waves moving to the right; to obtain waves moving to the left, and have to be replaced by and .
By inserting this ansatz into (15)–(16), one obtains that for an explicitly computable vector the amplitude has to satisfy at leading order in the NLS equation
[TABLE]
where and . Hence, the NLS equation (19) approximately describes the dynamics of spatially and temporarily oscillating wave packet-like solutions to the two-dimensional water wave problem; see Figure 1.
In one space dimension, both the KdV equation and the NLS equation are completely integrable Hamiltonian systems which can be explicitly solved with the help of inverse scattering schemes; see, for example, [1].
The first formal derivation of the NLS approximation for the two-dimensional water wave problem was given by Zakharov [50] in 1968. The NLS approximation is used, for example, in the context of modeling monster waves; see [27]. However, the NLS approximation plays not only an important role for the mathematical description of surface water waves but also in other areas of science and technology, for example, in nonlinear optics to model data transmission via fiber optic cables with the help of light pulses [1, 35], in biology to model waves in DNA [19], in plasma physics [42] or in quantum theory [28]. In numerical simulations, the simulation of the evolution of the envelope with the help of the NLS approximation yields a significant reduction of complexity and consequently an increase of efficiency compared to the simulation of the whole wave packet.
Although the NLS approximation is very successful in many applications, it should not be taken for granted that the NLS approximation always yields correct predictions of the behavior of the original system. Indeed, there are counterexamples where the NLS approximation fails [34, 37]. Hence, it is important to answer the question of the validity of the NLS approximation for a given system by proving error estimates over a physically relevant timespan. In general, this is a highly nontrivial mathematical problem for the following reasons.
Given the general abstract evolutionary problem
[TABLE]
with and . Here is a linear operator whose symbol is a diagonal matrix of the form
[TABLE]
where and is a piecewise smooth real-valued odd function. Furthermore, is a bilinear operator and consists of terms being at least cubic in or is equal to [math].
The NLS equation (19) can be derived as a formal approximation equation with the help of the ansatz , where
[TABLE]
[TABLE]
, , , are real-valued functions and complex-valued functions.
Inserting this ansatz into (20) and equating the coefficients in front of the for and to [math] yields the NLS equation
[TABLE]
where and , if satisfies
[TABLE]
or
[TABLE]
as well as
[TABLE]
and
[TABLE]
The above ansatz leads to wave packets moving to the right; to obtain wave packets moving to the left, , have to be replaced by , and by .
It is possible to modify to make it an even more accurate approximation. Indeed, if there exists an integer such that
[TABLE]
for all integers , then there exists a function dependent on such that
[TABLE]
and
[TABLE]
The two-dimensional water wave problem with finite depth can be transformed to an evolutionary system of the form (20) by diagonalizing the linear part of the system(15)–(16). More precisely, if one makes the linear coordinate transform
[TABLE]
where is a linear operator defined by its symbol
[TABLE]
for , then satisfies a system of the form (20) with defined by (18).
For , the dispersion relation satisfies (34)–(37) for all . For , one has to choose a basic wave number for which the conditions (34)–(37) are valid in order to be able to derive a sufficiently accurate NLS approximation. Or, if is given, then one has to choose those values of for which (34)–(37) are valid in order to be able to derive a sufficiently accurate NLS approximation.
To guarantee that qualitative properties of solutions to the NLS equation (32) like the way pulses interact with each other are also true for solutions to system (20), it has to be proven that the error
[TABLE]
is of order with on the characteristic time scale of the NLS equation (32), this means that there exists a such that is of order for all . The rescaled error satisfies for appropriately chosen and an evolution equation of the form
[TABLE]
where
[TABLE]
Since the Fourier transform of is strongly concentrated around the wave numbers , the approximation can be split into
[TABLE]
where the supports of satisfy
[TABLE]
for a sufficiently small, but independent of , and is of order . Consequently, we have
[TABLE]
Hence, the main difficulty is to control the quadratic term over a timespan of order .
A classical strategy is to eliminate the quadratic term with the help of a so-called normal-form transform
[TABLE]
where is an appropriate bilinear mapping, which can be constructed with the help of the Fourier transform. More precisely, let
[TABLE]
and
[TABLE]
where denote the components of the vectors and . Then, by inserting (48) into (47), one obtains that solves an evolution equation of the form
[TABLE]
where is of order , if
[TABLE]
and if the normal-form transform is invertible. Furthermore, due to (46), it turns out that it is even possible to simplify the kernels to
[TABLE]
The strategy of using normal-form transforms to eliminate semilinear quadratic terms in hyperbolic systems was introduced in [41]. In the context of justifying NLS approximations, it was first applied in [29].
However, there are serious difficulties. The first one is the possible occurrence of resonances. This means that the denominator of the fraction in (53) may have zeros, the so-called resonances or resonant wave numbers (to the wave number ). Since is odd, any resonance implies further resonances. Namely, if is resonant to , then is resonant to . Moreover, if is resonant to and , then is resonant to .
In the case of the two-dimensional water wave problem with finite depth, there is a resonance at , but the numerator of the fraction in (53) also vanishes at and the singularity is removable. Such a resonance is called trivial. Otherwise it is called non-trivial. The resonance at implies resonances at , which are non-trivial. Moreover, for all basic wave numbers there exist some such that there are additional non-trivial resonances for .
In the context of the justification of the NLS approximation for an evolutionary system of the form (20) with resonances at [math] and , it is relevant if the wave numbers are stable, this means that for any wave number being a non-trivial resonance with respect to for the NLS subspace in the Three Wave Interaction (TWI) system associated to the wave numbers , and , which then satisfy
[TABLE]
is stable. More precisely, inserting the ansatz
[TABLE]
where , in (20) and equating the coefficients of for to zero yields the so-called TWI system
[TABLE]
with and as in (49). This system has three invariant subspaces consisting of fixed points, namely and . The so-called NLS subspace is stable if and only if
[TABLE]
and then
[TABLE]
is a non negative conserved quantity of the system (1); see [34]. Since (20) is a real-valued system, the wave number is stable if and only if is stable. If is unstable, then the corresponding NLS approximation can fail under certain conditions; see [34, 37].
For the two-dimensional water wave problem with finite depth, the values of the coefficients in the corresponding TWI system (1) can be computed explicitly with the help of the method from [37]. It turns out that is stable if and only if for all being a non-trivial resonance with respect to for .
For any all additional non-trivial resonances and all values of for which is stable can be determined by analyzing the zeros of the function with on and using the symmetry of as discussed above. It turns out that for all there exist a smallest , a largest and a strictly monotonically decreasing function with for all and for such that has on no other zeros than if and exactly two zeros and if ; see Figure 2.
Another difficulty is the fact that the normal-form transform may lose regularity, this means that it maps the Sobolev space into for a . A loss of regularity happens, for example, if contains quasilinear terms. A normal-form transform losing regularity may not be invertible. But even if it was invertible, the mapping would lose even more regularity such that it would not be possible in general to derive estimates for directly from equation (51) - for example, by applying the variation of constants formula and Gronwall’s inequality.
For these reasons the validity of the NLS approximation for systems with quasilinear quadratic terms is a highly non-trivial problem, which remained unsolved in general for more than four decades. The first validity theorems for the NLS approximation in the literature were proven only for systems with special structural properties.
In [29], the NLS approximation was justified for quasilinear systems without quasilinear quadratic terms. Moreover, semilinear quadratic terms were only admitted if they cause no resonances or trivial resonances. In this situation, the method of normal-form transforms discussed above can be successfully used.
In [32, 33, 34, 13], the method of normal-form transforms was further developed to make it applicable to systems with non-trivial resonances at , additional non-trivial resonances with the property that the NLS subspace is stable with respect to those resonances or in case of analytic initial data also additional non-trivial resonances with the property that the NLS subspace is unstable with respect to those resonances.
In [40], the validity of the NLS approximation was obtained for a quasilinear reduced model of the two-dimensional water wave problem with finite depth and without surface tension. This reduced model shares with the Lagrangian formulation of the two-dimensional water wave problem some of the principal difficulties which have to be overcome for a validity proof for the NLS approximation, for example the fact that the quadratic nonlinearity loses regularity of half a derivative. In this case the elimination of the quadratic terms is possible with the help of normal-form transforms. The cubic nonlinearity of the transformed system then lose one derivative and can be handled by using a Cauchy-Kowalevskaya argument.
For the quasilinear KdV equation, the NLS approximation was justified by simply applying a Miura transform [36]. Another approach to address the problem of the validity of the NLS approximation for a dispersive equation can be found in [31]. In [4], the NLS approximation of time oscillatory long wave solutions to wave equations with quasilinear quadratic terms was justified. Because of the scaling behavior of the long wave solutions it is not necessary to eliminate the quadratic terms such that a normal-form transform is not needed. In [11], it was proven that analytic solutions of a two-dimensional wave equation with a quadratic nonlinearity can be approximated with the help of a two-dimensional NLS equation if the set of resonances is separated from the set of integer multiples of the basic wave vector of the underlying carrier wave.
In [9], the NLS approximation was justified for a nonlinear Klein-Gordon equation with a quasilinear quadratic term, which is the first validity proof of the NLS approximation of a nonlinear hyperbolic equation with a quasilinear quadratic term losing regularity of more than half a derivative by error estimates in Sobolev spaces. The linear dispersion relation of the Klein-Gordon equation causes no resonances. The loss of regularity is overcome by using the so-called modified energy method. The main idea of this method is as follows. Instead of performing the normal-form transform (48) explicitly and estimating the transformed error the normal-form transform is only used to construct an energy which is an appropriate adaptation of
[TABLE]
for a sufficiently large . Since differs from only by terms of order , the evolution equations of and share the property that their right-hand sides are of order . The energy has the advantage that in the case of a normal-form transform which loses regularity the right-hand side of the evolution equation of has better regularity properties than the right-hand side of the evolution equation of .
An early version of a modified energy can be found in [8] as an ingredient to simplify and generalize the proof of the error estimates for the KdV approximation of the water wave problem compared with the alternative proofs in [38, 39].
The first modified energy which was used to overcome regularity problems in quasilinear equations was constructed in [21]. The modified energy from this article was further developed in [20, 22, 23, 17] to apply it to prove large time and global existence results for the water wave problem in holomorphic coordinates.
A similar modified energy as in [9] was constructed in [12] to justify the NLS approximation for a quasilinear equation whose linear dispersion relation causes resonances. In [6], another modified energy was introduced to improve the NLS approximation result from [40].
In [18], the modified energies from [9, 12] were combined and extended to prove the validity of the NLS approximation for two further quasilinear quadratic dispersive systems. One system is a reduced model of the two-dimensional water wave problem with finite depth and , which shares with the arc length formulation of the two-dimensional water wave problem some of the principal difficulties which have to be overcome for a validity proof for the NLS approximation, for example the fact that the nonlinearity loses regularity of one derivative. The other system is the first dispersive system containing a quasilinear quadratic nonlinearity that loses regularity of derivatives with an arbitrary for which the NLS approximation was justified.
For the water wave problem, all justification results for the NLS approximation in the previous literature are restricted to the case without surface tension. For the two-dimensional water wave problem with infinite depth and without surface tension in Lagrangian coordinates, the NLS approximation was justified in [45] by finding an alternative kind of a transform adapted to the special structure of that problem. For the three-dimensional water wave problem with infinite depth and without surface tension in Lagrangian coordinates, the two-dimensional NLS approximation was justified in [44] in an analogous way.
In [14], the validity of the NLS approximation was proven for the two-dimensional water wave problem with finite depth and without surface tension in Lagrangian coordinates. In these coordinates, the evolutionary system has a quasilinear quadratic nonlinearity losing regularity of only half a derivative in the case without surface tension. The occurring resonances are handled with the help of the same strategy as in [13]. Despite the loss of regularity the normal-form transform can be inverted, which is proven by interpreting the normal-form transform as a system of differential equations whose solvability is obtained with the help of appropriate a priori estimates in Sobolev spaces. The loss of one derivative in the evolutionary system for the transformed error can be handled with the help of the same Cauchy-Kowalevskaya argument as in [40].
In [24], the NLS approximation for the two-dimensional water wave problem with infinite depth and without surface tension in holomorphic coordinates was justified by using the modified energy method.
In the present paper, we solve the open problem of justifying the NLS approximation for the full two-dimensional water wave problem with finite depth and with surface tension. Our approximation result is valid both for the case without surface tension and for the case with surface tension if there are no other non-trivial resonances than or is stable. Our error estimates are uniform with respect to the strength of the surface tension as the height of the wave packet and the surface tension go to zero. We prove the following
Theorem 1.1**.**
Let be the dispersion relation (18) of the two-dimensional water wave problem (15)–(16). Moreover, let and . Then there exist with such that the following holds. For all there exist an and a function , where is the set of all for which satisfies (34), (36) and (37) with , such that for all , all solutions of the NLS equation (19) with
[TABLE]
and all there exists a solution
[TABLE]
[TABLE]
where
[TABLE]
and is an explicitly computable vector. In particular, the error estimate (62) is uniform with respect to as and go to zero.
The error of order is small compared with the solution and the approximation , which are both of order in such that the dynamics of the NLS equation can be found in the two-dimensional water wave problem, too. Our theorem guarantees that, for instance, parts of the dynamics of time-periodic solitary wave solutions present in the NLS equation for and having the same sign can be found approximately in the water wave problem. For a discussion of the values of in (19), see also [1, Figure 4.15, p. 321].
It should be noted that the smoothness in our error bound is equal to the assumed smoothness of the amplitude. This can be achieved by using a modified approximation which has compact support in Fourier space but differs only slightly from . Such an approximation can be constructed because the Fourier transform of is sufficiently strongly concentrated around the wave numbers .
The constants and from Theorem 1.1 can be chosen in such a way that the following holds. is the smallest number such that for all there are no other non-trivial resonances than and is the largest number such that is stable for all . For this choice of and is presented in Figure 2. One can see that the length of the interval , which contains all values of for which is unstable and therefore the validity of the NLS approximation can not be expected for all sufficiently small initial data in the Sobolev space , is very small. The same is true for the corresponding interval for any other . Moreover, for all the number of values of for which the corresponding dispersion relation does not satisfy (34), (36) and (37) with is finite.
Now, we explain the main ideas of the proof of Theorem 1.1 and the plan of the paper. Like in many other proofs of related estimates in the literature we will assume in our proof that is an integer in order to simplify the analysis by using Leibniz’s rule, but our proofs can be generalized to be valid for all .
We perform our proof in the arc length formulation of the two-dimensional water wave problem. The main advantage of this formulation is that in the corresponding evolutionary system the surface tension dependent term with the most derivatives is linear, which allows us to prove the desired uniform error estimates. Transferring the estimates into Eulerian coordinates, we do not lose powers of since in the scaling regime of the NLS equation, the coordinates of the free surface in arc length parametrization are very close to Eulerian coordinates. The same advantages have already been used in the proof of the validity of the KdV approximation for the two-dimensional water wave problem in the arc length formulation in [8].
In Section 2 we review the arc length formulation and identify the linear terms, the quadratic terms and the terms losing regularity in the corresponding evolutionary system. Then we diagonalize the linear part of the system to obtain a system which has the structure of (20). In Section 3 we present the formal derivation of the NLS approximation for this system. Section 4 is devoted to the error estimates.
In order to perform the error estimates we use the modified energy method. The modified energy we construct is a subtle generalization of the energies in [9, 12]. The normal-form transform behind our energy is an extension of a normal-form transform of the form (48) and (53) in order to handle the non-trivial resonances.
The problems with the resonances at are circumvented by rescaling the error in Fourier space as in [13, 40, 14] with the help of the weight function
[TABLE]
with a sufficiently small, but independent of . The choice of the weight function makes sense because the quadratic terms in the evolutionary system of the two-dimensional water wave problem in the arc length formulation vanish at such that the Fourier transform of the error can grow only slowly for . But since for , the normal-form transform has to be extended by an appropriately chosen trilinear mapping.
To control the additional non-trivial resonances the terms of the form (59) in our energy are slightly modified by weight functions and correction functions similar to those in the final energy in [13], which are motivated by the conserved quantity (58).
Due to the structure of the evolutionary system of the two-dimensional water wave problem in the arc length formulation all terms on the right-hand side of the evolution equation of our energy can either directly be estimated by the energy or be identified as time derivatives of time dependent integrals. By adding these integrals to the energy we obtain our final energy, which can be bounded with the help of Gronwall’s inequality over the desired timespan of order . Since this energy controls a Sobolev norm of the error, we finally obtain our approximation result.
The methods of proof developed in the present paper can also be used to prove the validity of the NLS approximation for other dispersive systems with quasilinear quadratic terms.
Notation. We denote the Fourier transform of a function with or by
[TABLE]
Let be the space of functions mapping from into for which the norm
[TABLE]
is finite. We also write and instead of and . Moreover, we use the space defined by , where .
Furthermore, we write if for a constant which does not depend on and , as well as if .
2 The water wave problem in the arc length formulation
In the following we review the essential points of the arc length formulation of the two-dimensional water wave problem with finite depth. Let be a parametrization of the free top surface by arc length, that means, we have
[TABLE]
Let and be the normal and the tangential velocity on the free top surface measured in the coordinates of the arc length parametrization, that means that
[TABLE]
where and are the upward unit normal vectors and the unit tangential vectors to the free top surface and are the tangent angles on the free top surface. Because of (63), satisfies
[TABLE]
Integrating this relation determines depending on and up to a constant. Since arc length parametrizations are invariant under translations, this constant can be set to [math] without loss of generality. This implies
[TABLE]
The normal velocity is governed by the incompressible Euler’s equations (3)–(4), the boundary conditions (7)–(9) and the form of the free top surface.
From now on, we consider irrotational flows. Then the normal velocity can be expressed in terms of the free top surface and the physical tangential velocity of the fluid particles on the free top surface, where the evolution of is determined by (3)–(9) and the form of the free top surface. Moreover, as long as , and are sufficiently regular and localized, for example, and , then, due to (63), the evolution of is completely determined by the evolution of and therefore can be represented as a function of , and .
Finally, using all the above information, one can derive the following evolutionary system:
[TABLE]
where
[TABLE]
For further details of the derivation of this system, an explicit formula for and the local well-posedness of the system in Sobolev spaces, we refer to [3, 8].
The evolution equations (69) and (70) are included because they have better regularity properties than the evolution equations for the spatial derivatives of and . The evolutionary system (67)–(73) could be posed entirely in terms of the variables and as it is done in [3]. But since and are the physically relevant variables for which we would like to derive and justify the NLS approximation, we keep these variables. Consequently, we need the equations (71)–(72) as consistency conditions between the systems (67)–(68) and (69)–(70).
The main advantage of system (67)–(73) is that in the case of surface tension, i.e., for , the term with the most derivatives in (67)–(73) is linear.
In order to derive the NLS approximation and to prove the error estimates we need to extract the linear and the quadratic components of system (67)–(73). In this context, the linear operator defined by its symbol
[TABLE]
for all plays an important role. The operator is the linearization of the operator from (10) around the trivial solution . We present some properties of which we will need below. We have the following
Lemma 2.1**.**
Let and . Then we have
[TABLE]
Proof. The lemma is a special case of Lemma 3.7 and Lemma 3.8 in [8]. ∎
With the help of one obtains the following expansion of the system (67)–(73).
Lemma 2.2**.**
[TABLE]
where
[TABLE]
for , as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as , and
[TABLE]
for , as long as . Moreover, we have
[TABLE]
for , as long as , and
[TABLE]
*for , as long as .
All bounds are uniform with respect to .*
Proof. The expansions (79)–(85) follow directly from Lemma 3.9 in [8]. The bounds (86)–(94) follow directly from the bounds in the Lemmas 3.1–3.9 in [8], which are also uniform with respect to , and the well-known interpolation inequality
[TABLE]
for all and all . ∎
In Lemma 2.2 we replaced the evolution equations for and by the evolution equations for the respective spatial derivative, where we used that the spatial derivative of the tangent angle is the curvature . Due to this replacement, the Fourier transform of all quadratic terms in the resulting evolutionary system (79)–(85) vanishes at such that we can handle the resonances at and as explained in the introduction.
To emphasize the geometric meaning of the terms in system (79)–(85) we included both and in the system. Therefore, we need the additional equation (84) as a consistency condition. The expansion of (73) is incorporated directly into (79)–(85).
In contrast to the justification of the NLS approximation, the occurring resonances need not to be taken into account in the context of proving local well-posedness of the water wave problem. Hence, local well-posedness can be shown by analyzing the evolution equations for and , whereas for proving the validity of the NLS approximation we will need the evolution equations for and .
We diagonalize system (79)–(85) by
[TABLE]
where is the inverse of the linear operator with the symbol
[TABLE]
Then we have
[TABLE]
and Lemma 2.2 yields
[TABLE]
[TABLE]
as well as
[TABLE]
where is the linear operator with the symbol
[TABLE]
defined by the symbol and
[TABLE]
for , as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as , as well as
[TABLE]
for , as long as . All bounds are uniform with respect to .
In the diagonalized system (125)–(130) both and are expressed in terms of the variables and such that the consistency condition (84) is not needed anymore.
We close this section by collecting some properties of the operator , which will be useful for our further argumentation. We have the identities
[TABLE]
as well as
[TABLE]
Moreover, a direct computation using
[TABLE]
for all and the mean value theorem yields
[TABLE]
for .
3 The derivation of the NLS approximation
In order to derive the NLS approximation for system (125)–(130), we introduce the vector-valued function
[TABLE]
and make the ansatz
[TABLE]
with
[TABLE]
where , , , , , and .
Our ansatz leads to waves moving to the right. For waves moving to the left one has to replace in the above ansatz the vector by as well as by and by .
First, we insert the ansatz (143) for into (125)–(126). Then we replace the dispersion relation in all terms of the form by their Taylor expansions around . (Details of these expansions are contained in Lemma 25 of [40], for example.) After that, we equate the coefficients of the to zero.
We find that the coefficients of and vanish identically due to the definition of and . For we obtain
[TABLE]
where , and is a sum of multiples of , and with . In the next steps we obtain algebraic relations such that the can be expressed in terms of and the in terms of , respectively.
For we obtain
[TABLE]
with coefficients . For all with
[TABLE]
the are well-defined in terms of . All terms vanish identically for This is obvious for the linear terms. For the quadratic terms the calculations are analogous to those of Appendix A of [40] (see specifically equation (94)). The nonlinear terms in must be perfect derivatives with respect to since no other combination of terms in the approximation (143) leads to terms proportional to . So we find
[TABLE]
where now according to the fact that we consider a real-valued problem. For all with
[TABLE]
we can divide the equations for by and can express the in terms of .
As mentioned above the nonlinear terms in the equation for include as well as terms consisting of combinations of with the and of with the . Eliminating and by the algebraic relations obtained for and gives finally the NLS equation
[TABLE]
with a .
An explicit formula for can be found in [5, p. 504]. It can be seen with the help of that formula if the NLS equation (155) is defocusing or focusing for a given basic wave number . Since we will consider solutions of (155) on time intervals with , this will not affect our analysis.
The approximation function is determined by inserting (143) into (129)–(130), using the formulas for derived above and equating the coefficients of the to zero. It turns out that can be expressed in terms of the components of and its derivatives. In particular, we have
[TABLE]
To prove the approximation property of the NLS equation (155) it will be helpful to extend the approximation by higher order correction terms in order to make the residual of the resulting approximation of the equations (125)–(130) smaller in Sobolev norms. The residual of an approximation of an algebraic or differential equation
[TABLE]
where are functions depending on the function and in the case of a differential equation also on derivatives of , is defined by
[TABLE]
Hence, contains all terms that do not cancel after inserting the ansatz in (156) and quantifies how much fails to be a solution of (156). There holds if and only if is an exact solution of (156).
We introduce the notation
[TABLE]
where is the residual of of equation (125), the residual of of equation (126), the residual of of equation (127), the residual of of equation (128), the residual of of equation (129) and the residual of of equation (130).
In order to replace in by a better approximation we proceed analogously as in Section 2 of [14]. In a first step we construct an extended approximation
[TABLE]
with
[TABLE]
where is as above and is of the form
[TABLE]
with . Then we have
[TABLE]
where , , and as well as
[TABLE]
The functions in are computed by a similar procedure as , and in . More precisely, inserting into (125)–(126) and equating the coefficients in front of the to zero yields a system of algebraic equations and inhomogeneous linear Schrödinger equations that can be solved recursively. For all with for and the functions with and are uniquely determined by the algebraic equations. The functions satisfy the inhomogeneous linear Schrödinger equations. Moreover, since the functions do not appear in the equations for any other , we can set .
The approximation function is determined by inserting into (129)–(130), using the formulas for derived above and equating the coefficients of the to zero. It turns out that can be expressed in terms of the components of and their first three spatial derivatives.
In a second step we apply a Fourier truncation procedure to the approximation . More precisely, we define
[TABLE]
where is the characteristic function on and will be determined in Section 4. Then the functions have the compact support
[TABLE]
in Fourier space for all and they are of the form
[TABLE]
with . By using these functions, we construct our final approximation
[TABLE]
with
[TABLE]
where , , and as well as
[TABLE]
For later purposes we set
[TABLE]
Since the Fourier transform of the functions in are strongly concentrated around the wave numbers if the functions are sufficiently regular, the approximation is only changed slightly by the Fourier truncation procedure. This fact is a consequence of the estimate
[TABLE]
for all . The Fourier truncation procedure will give us a simpler control of the error and makes our final approximation an analytic function. For related strategies compare [33, 40, 14, 15].
As in Section 2 of [14], the following estimates for the modified residual hold.
Lemma 3.1**.**
Let and be a solution of the NLS equation (155) with
[TABLE]
Then for all there exist depending on such that for all the approximation satisfies
[TABLE]
for .
Proof. The first extended approximation is constructed in a way that formally we have and on the time interval if is a solution of the NLS equation (155) for .
It can be shown analogously as in the proof of Theorem 2.5 in [14] that the regularity condition with implies for and if , where the respective Sobolev norms are uniformly bounded by the -norm of .
Therefore, by taking into account that , we conclude that there exist constants depending on such that
[TABLE]
if we have with (because two additional spatial derivatives of are needed to bound ).
Since the Fourier transform of the final approximation has a compact support whose size depends on , there exists a constant such that and for all . Hence, by using the above -estimates for as well as the estimate (182) for for each with , determined by the maximal Sobolev regularity of the respective and as above, we obtain (183) and
[TABLE]
for a constant if we have , which yields . By combining (188) and (182) for , , and as above, we obtain (184).
Finally, since , estimate (185) follows by construction of and . ∎
Remark 3.2**.**
Due to the estimate (183) of the residual obtained with the Fourier truncation procedure, the Sobolev index of the error estimate (62) in Theorem 1.1 is equal to the Sobolev index of the solution to the NLS equation. If we did not apply the Fourier truncation procedure, we could only use estimate (186) in the proof of the error estimates in Section 4. Then, for a given solution of the NLS equation in , the resulting error could only be estimated in .**
Remark 3.3**.**
The bound (185) will be used for instance to estimate
[TABLE]
without loss of powers in as it would be the case with .**
Moreover, by an analogous argumentation as in the proof of Lemma 3.3 in [14] we obtain the fact that can be approximated by . More precisely, we obtain
Lemma 3.4**.**
For all there exists a constant such that
[TABLE]
4 The error estimates
In this section, we justify the NLS approximation for system (125)–(130).
4.1 The structure of the evolutionary system for the error and the approximation result in the arc length formulation
Our first step in justifying the NLS approximation is writing the exact solution of (125)–(130) as the sum of the NLS approximation and the error. To avoid problems arising from the non-trivial resonances at , we rescale the error with the help of the weight function
[TABLE]
where and will be defined below. That means, we write
[TABLE]
where and
[TABLE]
and is defined by . By this choice is small at the wave numbers close to zero reflecting the fact that the quadratic terms of the evolutionary system of vanish at . Hence, we have
[TABLE]
where .
The definition of directly implies
[TABLE]
where the operator is defined by its symbol . Moreover, we have
[TABLE]
Since
[TABLE]
for , we obtain
[TABLE]
Furthermore, we have
[TABLE]
for uniformly with respect to , where is the characteristic function on . Using (75)–(78), (125)–(138), (139) for and , (142), (185) and (191)–(194), we obtain
[TABLE]
[TABLE]
as well as
[TABLE]
where
[TABLE]
with and are bilinear real-valued mappings, with trilinear real-valued mappings as well as with and nonlinear real-valued functions which satisfy
[TABLE]
as long as ,
[TABLE]
for , as long as ,
[TABLE]
as long as ,
[TABLE]
as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as ,
[TABLE]
for , as long as and
[TABLE]
for . All bounds are uniform with respect to and .
Moreover, (197)–(198), (205)–(4.1) and Lemma 3.1 imply
[TABLE]
for , as long as ,
[TABLE]
for , as long as , and
[TABLE]
for , as long as . These bounds are also uniform with respect to and .
Local existence and uniqueness of solutions to (195)–(198) in with follows directly from the local existence and uniqueness results in Sobolev spaces for the arc length formulation of the two-dimensional water wave problem (67)–(73) and the NLS equation.
Now, we discuss the structure of the above evolution equations for the error . These equations are of the form
[TABLE]
for , with linear operators and and nonlinear functions having the following properties. can be represented by the diagonal matrix
[TABLE]
The operators are of the form
[TABLE]
and
[TABLE]
respectively, with
[TABLE]
where the bounds are uniform with respect to and , and
[TABLE]
Here, denotes the partial derivative with respect to the th variable and the functions with and , are defined by if and if . By using (125)–(130) and the Taylor expansion of as function of around , the symbols can be computed explicitly. But for simplicity we only present those properties of these symbols that we need for the proof of the error estimates.
For later purposes we set
[TABLE]
The symbols with have the following symmetry properties, which will be essential for the proof of our error estimates. There holds
[TABLE]
for all , , and .
The functions are of the form
[TABLE]
and
[TABLE]
with
[TABLE]
[TABLE]
The size of the Fourier transform of the terms in the above evolutionary system depends on whether is close to zero or not. To separate the behavior in these two regions more clearly, we define projection operators and for by the Fourier multipliers
[TABLE]
where is the characteristic function on .
In order to control the evolution of the error we will use a suitable energy. For the construction of this energy we have to take into account the resonances generated by . For any and let the functions be defined by
[TABLE]
for all . We analyze the zeros of . We will see later that because of and we can additionally prescribe and if , we confine ourselves to considering the zeros of .
By the mean value theorem we have
[TABLE]
with , for all . Since is a continuous even function which satisfies (34) for all , where , there exist a function such that has zeros satisfying and if and only if and then the zeros are . Moreover, there exist a function such that
[TABLE]
for all with and .
Next, we analyze the zeros of . We have
[TABLE]
for all . By the mean value theorem we obtain
[TABLE]
with , for all . Hence, there exist functions and such that
[TABLE]
for . Moreover, we have
[TABLE]
for all . Using the mean value theorem again we obtain
[TABLE]
with , for all . Hence, there exist functions and such that
[TABLE]
for .
Since is strictly monotonically increasing, has no other zeros if or . As discussed in the introduction the remaining zeros of can be determined by analyzing the zeros of the function with
[TABLE]
Because is odd there holds
[TABLE]
for all and all such that it is sufficient to analyze for . In the following, we present a quantitative description of the behavior of that is illustrated in Figure 2.
We have
[TABLE]
for all and all .
Using
[TABLE]
for , we deduce
[TABLE]
for uniformly with respect to . By Taylor’s theorem we have
[TABLE]
with . Due to (270)–(273), we obtain
[TABLE]
and for all :
[TABLE]
If , then there holds for all . Because of this implies for all and therefore for all . Due to (267), the positivity of also yields for all and all . Moreover, since is continuous with respect to and for any , there exist a constant and functions , , and such that there holds
[TABLE]
for all and all ,
[TABLE]
for all and all , as well as
[TABLE]
for all and all ; compare Figure 2, Panel (i)–(iii).
If , then there holds for all , which implies and therefore . Due to (267), the negativity of also yields for all . Hence, there exist , for , and such that there holds
[TABLE]
for all and all ,
[TABLE]
for all and all , as well as
[TABLE]
for all ; compare Figure 2, Panel (vii)–(ix).
Because of , (275), (280) and the intermediate value theorem there exist functions with
[TABLE]
for all .
Since there exists a strictly monotonically decreasing function with for and for such that for all there holds
[TABLE]
the mean value theorem yields for all . Moreover, because there exists a unique function with and
[TABLE]
for all and since
[TABLE]
for all and all , the function can have at most one zero on for all . Because of , (275), (280) and the mean value theorem it follows that the function and therefore also the function is unique.
Let for . Using (271)–(273) yields
[TABLE]
which implies
[TABLE]
Moreover, due to (230)–(242), there exist and functions , with for all ,
[TABLE]
such that
[TABLE]
for all , and . Furthermore, there exist functions , , such that
[TABLE]
for all and all , as well as
[TABLE]
for all and all ; compare Figure 2, Panel (vii)–(viii).
By using the method from [37] to compute the values of the coefficients in the TWI systems belonging to the two-dimensional water wave problem with finite depth in the Eulerian formulation and in the arc length formulation, one can additionally show that one can choose . We remark that this property of is not needed for the proof of our error estimates.
Finally, we define
[TABLE]
and by
[TABLE]
Now, we are prepared to prove
Theorem 4.1**.**
Let and . Then for all there exists an and a function such that for all and all solutions of the NLS equation (155) with
[TABLE]
the following holds. For all there exists a solution
[TABLE]
of (125)–(130), where , which satisfies
[TABLE]
where
[TABLE]
4.2 The construction of the energy
For the proof of Theorem 4.1 we introduce the energy
[TABLE]
with ,
[TABLE]
[TABLE]
[TABLE]
and
[TABLE]
for .
Here, is defined by its symbol
[TABLE]
where
[TABLE]
is as above and , , satisfies
[TABLE]
with as above. Because of (293) there exist a constant such that there holds
[TABLE]
for all and all uniformly on compact subsets of .
The functions , and are defined as follows. We set
[TABLE]
where
[TABLE]
with
[TABLE]
and
[TABLE]
as well as
[TABLE]
where
[TABLE]
with
[TABLE]
and
[TABLE]
Moreover, we set
[TABLE]
where
[TABLE]
and is given by
[TABLE]
Finally, the functions with are defined by if and if .
As explained in the introduction, the construction of the energy is inspired by the method of normal-form transforms, where the normal-form transform is incorporated directly in . The normal-form transform we use is an extension of a normal-form transform of the form (48) and (53) in order to handle the non-trivial resonances being present in the two-dimensional water wave problem with finite depth.
The weight function and the correction function are included to handle the non-trivial resonances at . The trilinear mappings are constructed in such a way that they generate terms in the evolution equation of which cancel all the terms of order in the evolution equation which are caused by the fact that is of order for . The weight functions and the correction functions are included to control the additional non-trivial resonances. Their form is motivated by the conserved quantity (58). The factor in the definition of is chosen in such a way that we obtain error estimates which are uniform with respect to as and go to [math].
The following lemma will allow us to show that it is sufficient for our goals that , and in depend only on and not on and like the kernel (52).
Lemma 4.2**.**
*Let , have a compactly supported Fourier transform, be uniformly bounded for all with and for .
a) If is Lipschitz continuous in some neighborhood of with a Lipschitz constant being independent of and if , then there exist constants and with such that for all there holds*
[TABLE]
b)* If is Lipschitz continuous for all for which with a Lipschitz constant being independent of and , then there exist a constant with such that for all there holds*
[TABLE]
Proof. The lemma is proven analogously as Lemma 3.5 in [14]. ∎
In order to verify Theorem 4.1 we would like to prove that the energy controls the error in and remains bounded for all . However, we will see that the right-hand side of the evolution equation for contains terms which cannot be estimated by a multiple of such that Gronwall’s inequality cannot be applied to obtain the desired bound. Nevertheless, these terms can be identified as time derivatives of time dependent integrals. Hence, by adding these integrals to we will obtain a new energy at the end of Subsection 4.4 and this energy will have the desired properties. We will prove
Lemma 4.3**.**
For sufficiently small , satisfies
[TABLE]
as long as , uniformly on compact subsets of .
With the help of the energy it is also possible to give an alternative proof of local existence and uniqueness of solutions to (195)–(198) in Sobolev spaces without using the local existence and uniqueness results for the water wave problem (67)–(73). In this proof, the energy takes the role of the energy used in the proof of the local existence and uniqueness result for the water wave problem in the arc length formulation in [3].
Because remains -bounded for a timespan of order , the solutions to (195)–(198) even exist for this long timespan and belong to . The Fourier truncation procedure from Section 3 allows us to choose such that the error has the same Sobolev regularity as the solution of the NLS equation.
Since the energy estimates (341)–(343) are only valid as long as and , they are not sufficient to guarantee global existence of solutions to (195)–(198) and global existence of small oscillating wave packet-like solutions to the two-dimensional water wave problem with finite depth by iterating the arguments of the proof of local existence in time.
For the three-dimensional water wave problem with infinite depth, for the three-dimensional water wave problem with finite depth and either gravity or surface tension as well as for the two-dimensional water wave problem with infinite depth and either gravity or surface tension it is possible to combine energy estimates of this type (so-called high-order energy estimates) with dispersive decay estimates to establish global existence of solutions for small data. A detailed explanation of this procedure is given, for example, in [30] and global existence results for the water wave problem obtained with the help of this procedure can be found, for example, in [2, 7, 16, 22, 23, 25, 26, 46, 47, 48].
However, for the two-dimensional water wave problem with infinite depth, gravity and surface tension the optimal dispersive decay rate is not strong enough to ensure global existence of solutions and for the two-dimensional water wave problem with finite depth as well as for the three-dimensional water wave problem with finite depth, gravity and surface tension such dispersive decay estimates cannot be expected because of the existence of solitary waves solutions, which are localized traveling waves of permanent form. In all these cases, the global existence of solutions is still an open problem. For a more detailed discussion of the existence issue for solutions to the water wave problem we refer, for example, to the review article [10] and the references therein.
4.3 Fundamental properties of the energy
Now, we show several fundamental properties of the operators , and , which will be mandatory for the proof of our energy estimates.
Lemma 4.4**.**
*The operators have the following properties:
a) Fix with . Then defines a continuous linear map from into and a continuous linear map from into . Furthermore, there exists a constant with such that for all , all and all and there holds*
[TABLE]
*uniformly on compact subsets of , where or .
b) Let be as in a). Then for all there holds*
[TABLE]
Proof. a) The key step of the proof is to discuss systematically the kernels for all . We start by analyzing the behavior of in a neighborhood of the zeros of the factor in the denominator. As shown above, we have zeros at
- •
if .
Because of (230)–(242) we have
[TABLE]
uniformly with respect to . Hence, due to (261), the singularity of at can be removed and then is bounded uniformly on compact subsets of . However, because of
[TABLE]
we have
[TABLE]
uniformly on compact subsets of .
- •
if .
By construction of we have
[TABLE]
Hence, because of (264) and since is differentiable with respect to , where depends continuously on , the singularity of at can be removed such that we obtain
[TABLE]
uniformly on compact subsets of .
- •
and if and .
The function is constructed in such a way that the singularities of at and can be removed and then, due to (294)–(295) and the fact that is odd, we obtain
[TABLE]
uniformly on compact subsets of .
Next, we analyze the asymptotic behavior of the kernels for . Because of (268)–(269) we have
[TABLE]
for uniformly with respect to . Inserting (358) in (236)–(237) yields
[TABLE]
for uniformly with respect to . Furthermore, with the help of (141) and the mean value theorem we derive
[TABLE]
with for all . Because of (358)–(359) we obtain
[TABLE]
for uniformly with respect to .
Due to (230)–(235), (241), (360)–(361) and (363), we conclude
[TABLE]
for uniformly with respect to .
Moreover, by the mean value theorem we have
[TABLE]
with for all . Due to (270)–(271) and (294)–(295), this implies
[TABLE]
for uniformly on compact subsets of .
Now, using (194), (364)–(365), (366) and (369)–(370), we obtain
[TABLE]
for uniformly on compact subsets of . Hence, combining (191)–(193), (353), (355), (356)–(357), (371)–(374) and Young’s inequality for convolutions, we arrive at (344)–(349). Since
[TABLE]
and is real-valued, is a continuous linear map from into and a continuous linear map from into , such that we have proven all assertions of a).
b) is a direct consequence of
[TABLE]
Lemma 4.5**.**
Let , and . Then there holds
[TABLE]
with
[TABLE]
as long as , and
[TABLE]
as long as , uniformly on compact subsets of .
Proof. Let
[TABLE]
Then we have
[TABLE]
with
[TABLE]
We split into
[TABLE]
We have
[TABLE]
where if or or .
Let , ,
[TABLE]
for all and the function be defined by its Fourier transform
[TABLE]
for all . Then, due to (4.1)–(209) and Young’s inequality for convolutions, we have and with the help of Fubini’s theorem we deduce
[TABLE]
[TABLE]
Since for all , we have by construction of and :
[TABLE]
which yields
[TABLE]
Because of (166), (178), (271), (364)–(366) and (371)–(374) the functions
[TABLE]
have the properties of in Lemma 4.2 a) and b), respectively, such that we can use (185), (4.1)–(4.1), (339)–(340), (4.3)–(4.3) and Young’s inequality for convolutions to obtain (4.5)–(376) uniformly on compact subsets of .
Lemma 4.6**.**
*The operators have the following properties:
a) Fix with . Then defines a continuous linear map from into and a continuous linear map from into . Furthermore, there exists a constant with such that for all and all there holds*
[TABLE]
*uniformly on compact subsets of .
b) Let be as in a). Then for all there holds*
[TABLE]
Proof. a) The first step of the proof is to analyze the behavior of for all in a neighborhood of the zeros of the factor in the denominator. Due to the localization of the supports of and , it is sufficient to consider only the zeros satisfying and . As shown above, the only zeros satisfying and are , which appear if . By the same arguments as those in the proof of Lemma 4.4 it follows that the singularities of at can be removed and then there holds
[TABLE]
uniformly on compact subsets of . Hence, because of (346)–(347) all assertions of a) are valid.
b) is again a direct consequence of
[TABLE]
Lemma 4.7**.**
Let and . Then there holds
[TABLE]
with
[TABLE]
as long as , uniformly on compact subsets of .
Proof. Let
[TABLE]
Then we have
[TABLE]
where is defined by (379). Hence, the assertion of the lemma follows by the same arguments as those from the proof of Lemma 4.5.
Let , , with , ,
[TABLE]
with
[TABLE]
for . Then there holds
[TABLE]
with
[TABLE]
Moreover, let
[TABLE]
be the adjoint operator of . That means, we have
[TABLE]
for all , as well as
[TABLE]
where
[TABLE]
for all . Then
[TABLE]
denotes the symmetric part and
[TABLE]
the antisymmetric part of . There holds
[TABLE]
with
[TABLE]
and therefore
[TABLE]
with
[TABLE]
as well as
[TABLE]
with
[TABLE]
More generally, for any densely defined linear operator on a Hilbert space we denote its adjoint operator by , its symmetric part by and its antisymmetric part by .
Lemma 4.8**.**
*The operators with and have the following properties:
a) Fix with . Then can be extended to a continuous linear map from into and there exists a constant with such that for all there holds*
[TABLE]
uniformly on compact subsets of . Moreover, for all with there exists a constant with such that for all there holds
[TABLE]
*uniformly on compact subsets of .
b) For all with there exists a symmetric linear operator such that*
[TABLE]
and there exists a constant with such that for all there holds
[TABLE]
uniformly on compact subsets of . Moreover, for all with there exists a constant with such that for all there holds
[TABLE]
*uniformly on compact subsets of . *
Proof. a) Let . We have
[TABLE]
for uniformly with respect to .
Because of (241)–(242), (245)–(246), (290), (364)–(365) and (397)–(402) we obtain by construction of and for all , , and :
[TABLE]
for uniformly with respect to .
Moreover, since is odd, we have
[TABLE]
Let defined by . Then there holds for all :
[TABLE]
for uniformly with respect to in compact subsets of .
With the help of Taylor’s theorem as well as (241)–(242), (245)–(246), (364)–(365), (369)–(370) and (397)–(407) we derive
[TABLE]
for uniformly with respect to and in compact subsets of , where
[TABLE]
and consequently
[TABLE]
for uniformly with respect to and in compact subsets of , which implies (392).
To prove the second assertion of a) we consider
[TABLE]
Expanding the kernels and by (4.3)–(413), rewriting the factors for as
[TABLE]
and using (241)–(242), (245)–(246), (364)–(365), (369)–(370), (397)–(407), the mean value theorem and the fact that the convolution is a commutative operation yields (393).
b) Let defined by
[TABLE]
for all and . Then, is symmetric. Moreover, we have
[TABLE]
for all . There holds
[TABLE]
and
[TABLE]
where
[TABLE]
Using (241), (246) and (370) we obtain
[TABLE]
for uniformly on compact subsets of . Because of
[TABLE]
[TABLE]
for uniformly on compact subsets of . Furthermore, we have
[TABLE]
and
[TABLE]
for uniformly on compact subsets of , where the last equality holds because of (241), (245), (290), (293), (363), (364), (397), (400),
[TABLE]
for and uniformly with respect to and the mean value theorem. Hence, due to (365) and (370), we obtain
[TABLE]
for uniformly on compact subsets of .
Now, combining (418)–(423), (424), (426) and (430), we arrive at (395).
Finally, (396) is proven in an analogous manner as (393). ∎
Lemma 4.9**.**
*The operators with , and have the following properties:
a) Fix with . Then defines a continuous linear map from into and can be extended to a continuous linear map from into . Furthermore, there exists a constant with such that for all and all there holds*
[TABLE]
*uniformly on compact subsets of .
b) Let be as in a). Then there exists a constant with such that for all there holds*
[TABLE]
with
[TABLE]
uniformly on compact subsets of . Moreover, for all with there exists a constant with such that for all there holds
[TABLE]
*uniformly on compact subsets of .
c) Let be as in a). Then defines a continuous linear map from into and there exists a constant with such that for all there holds*
[TABLE]
uniformly on compact subsets of .
Proof. a) follows directly from Lemma 4.4 a) and Lemma 4.8 a).
b) There holds
[TABLE]
which, due to (371), implies (433)–(434).
(435) is proven in an analogous manner as (393).
c) By construction of and by using Taylor’s theorem as well as (245), (290), (366), (369), (405)–(406), (429) and
[TABLE]
for and uniformly with respect to we obtain
[TABLE]
[TABLE]
for uniformly with respect to and in compact subsets of , which implies (436). ∎
Lemma 4.10**.**
*The operators have the following properties:
a) Fix functions with and . Then defines a continuous linear map from into , and for all we have*
[TABLE]
*uniformly on compact subsets of . If and are real-valued, then is also real-valued.
b) For sufficiently small we have*
[TABLE]
with
[TABLE]
uniformly on compact subsets of if , and
[TABLE]
with
[TABLE]
*uniformly on compact subsets of .
c) For all we have*
[TABLE]
Proof. a) Because of (37), (191), (333)–(338) and (353) we have
[TABLE]
uniformly on compact subsets of for , , and . With the help of Young’s inequality for convolutions we obtain
[TABLE]
uniformly on compact subsets of . Furthermore, since
[TABLE]
we conclude that is real-valued if and are real-valued.
b) To prove the first assertion of b), we first show that there holds
[TABLE]
uniformly on compact subsets of such that it is sufficient to prove that the -norm of
[TABLE]
is of order uniformly on compact subsets of , which we will obtain by construction of and because of Lemma 4.2.
To verify (446), we split into
[TABLE]
Due to (185), (192), (202) and (243) we have
[TABLE]
uniformly on compact subsets of .
It follows from (67)–(73) that each summand of contains at least one -derivative. Using this fact as well as and the inequality , we obtain
[TABLE]
with
[TABLE]
uniformly on compact subsets of . (191), (193) and (447) as well as Fubini’s theorem yield
[TABLE]
uniformly on compact subsets of . Because of (166) and (178), the function is strongly concentrated near [math], more precisely, it has a compact support being independent of and is of the form
[TABLE]
for all , with . Hence, by using (185) and Young’s inequality for convolutions, we conclude
[TABLE]
uniformly on compact subsets of . Therefore, we have verified (446).
To estimate , we use
[TABLE]
with
[TABLE]
We split into
[TABLE]
Since
[TABLE]
we deduce by applying (185) and Lemma 4.2 that there holds
[TABLE]
uniformly on compact subsets of . Hence, we have proven the first assertion of b).
To prove the second assertion of b), we first show that there holds
[TABLE]
uniformly on compact subsets of such that it is sufficient to prove that the -norm of
[TABLE]
is of order uniformly on compact subsets of , which we will obtain by construction of and because of Lemma 4.2.
To verify (448), we split into
[TABLE]
Because of (185), (228)–(242), (346)–(347) and Young’s inequality for convolutions we conclude that the -norm of the last summand is of order uniformly on compact subsets of . Moreover, due to Lemma 4.2 and (387), there holds
[TABLE]
uniformly on compact subsets of , where
[TABLE]
If , then we have
[TABLE]
and the factor in the denominator is canceled by the same factor in the numerator, contains no factors which are of order such that there holds
[TABLE]
uniformly on compact subsets of . Hence, we obtain
[TABLE]
uniformly on compact subsets of such that we have verified (448).
We have
[TABLE]
uniformly on compact subsets of , where
[TABLE]
Now, we can apply again Fubini’s theorem, Young’s inequality for convolutions and Lemma 4.2 to obtain
[TABLE]
uniformly on compact subsets of . Hence, we have proven the second assertion of b).
c) follows directly by the definition of . ∎
Now, we are able to compare our energy with Sobolev norms of the error. We obtain
Lemma 4.11**.**
For sufficiently small , we have
[TABLE]
[TABLE]
as long as , uniformly on compact subsets of .
Proof. Estimate (449) follows from the estimates (4.1)–(4.1), (383)–(384) and (440).
To prove (450) we introduce , , , and split , into and . Because of (387) and (445), satisfies
[TABLE]
Multiplying this equation with , integrating, summing over and using (440) yields
[TABLE]
uniformly on compact subsets of for sufficiently small . Moreover, satisfies
[TABLE]
Multiplying this equation with , integrating, summing over and using (385)–(386) yields
[TABLE]
uniformly on compact subsets of . With the help of (4.1)–(4.1), (452) we deduce
[TABLE]
and
[TABLE]
uniformly on compact subsets of for sufficiently small . Combining (4.3) and (455) yields (450). ∎
The analysis of will be simplified by
Lemma 4.12**.**
Let and with . Then we have
[TABLE]
[TABLE]
Proof. The proof is analogous to the proof of Lemma 4.4 in [12]. ∎
We obtain
Lemma 4.13**.**
For sufficiently small and , we have
[TABLE]
as long as , uniformly on compact subsets of .
Proof. Because of (307), (4.1)–(209), Leibniz’s rule, Lemma 4.4 and Lemma 4.12 there holds
[TABLE]
uniformly on compact subsets of for all . Moreover, we have
[TABLE]
Hence, due to Lemma 4.8, Lemma 4.11, Lemma 4.12, (4.1) and (307), we obtain (458)–(459) uniformly on compact subsets of . ∎
4.4 The energy estimates
Now, we are prepared to estimate . First, we show
Lemma 4.14**.**
For sufficiently small , we have
[TABLE]
as long as , uniformly on compact subsets of .
Proof. Because of (211) and (299) and since is symmetric, we have
[TABLE]
with
[TABLE]
where
[TABLE]
Due to the skew symmetry of we obtain
[TABLE]
Because of (4.1)–(4.1), (307), (383)–(384), (4.7)–(390) and (440) we deduce
[TABLE]
and with the help of the Cauchy-Schwarz inequality and (307) we conclude
[TABLE]
Because of (183), (191)–(192), (383)–(386), (387) and (440) we have
[TABLE]
Due to (4.1)–(4.1) and (441)–(444) we deduce
[TABLE]
Furthermore, (189), (4.1)–(4.1), (383)–(384) and (440) yield
[TABLE]
Using (203), (4.1)–(4.1), (383)–(384) and (440), we obtain
[TABLE]
Finally, (191)–(192), (202), (4.1)–(4.1), (228)–(234), (243), (383)–(386), (387) and (440) imply
[TABLE]
All bounds are uniform on compact subsets of .
Hence, because of (459) we arrive at
[TABLE]
as long as , uniformly on compact subsets of . ∎
For the estimates of with we use
Lemma 4.15**.**
*Let and be an antisymmetric linear operator.
a) Let , , be symmetric linear operators with . Then for all there holds*
[TABLE]
b)* Let , , be symmetric linear operators with . Then for all there holds*
[TABLE]
c)* Let , , be linear operators with and . Moreover, let be a symmetric linear operator with . Then for all there holds*
[TABLE]
Proof. We have
[TABLE]
which implies (463), and
[TABLE]
[TABLE]
Moreover, we deduce
[TABLE]
∎
From now on, let . We compute
[TABLE]
Using (211) we obtain
[TABLE]
[TABLE]
Due to the skew symmetry of and the symmetry of the first integral equals zero. Moreover, because of (183), (189), (191)–(193), (307), (344)–(350), (392), (459) and (463) the sum of the second, the seventh, the eighth and the ninth line can be bounded by for a constant , as long as , uniformly on compact subsets of . Hence, using (307), (4.5)–(376), (456)–(457) and (459), we obtain
[TABLE]
as long as , uniformly on compact subsets of , where
[TABLE]
[TABLE]
First, we analyze . To extract all terms with more than spatial derivatives falling on or we use Leibniz’s rule, integration by parts, (235)–(242), (346), (392), (431), (433)–(434) and (436) to obtain
[TABLE]
[TABLE]
as long as , uniformly on compact subsets of , where
[TABLE]
[TABLE]
Since is real-valued and symmetric, using (393), (435) and (463) yields
[TABLE]
as long as , uniformly on compact subsets of .
Because of (393), (435), (456)–(457) and (463)–(4.15) we have
[TABLE]
[TABLE]
as long as . There holds
[TABLE]
[TABLE]
with a function satisfying
[TABLE]
as long as . Hence, with the help of (140), (142), (4.1), (371), (393), (414), (435), (456)–(457) and (463) we obtain
[TABLE]
as long as , uniformly on compact subsets of .
For and we can also use (140), (142), (4.1), (371), (393), (414), (435), (456)–(457) and (463)–(4.15) to deduce
[TABLE]
and
[TABLE]
as long as , uniformly on compact subsets of .
Next, we examine . Using Leibniz’s rule, integration by parts, (235)–(242), (347), (392), (394)–(395) and (456)–(457)we conclude
[TABLE]
[TABLE]
as long as , uniformly on compact subsets of .
Because of (393), (456)–(457) and (465) we obtain
[TABLE]
as long as , uniformly on compact subsets of .
Due to (396), (456)–(457), (463)–(4.15) and (466)–(468), we have
[TABLE]
[TABLE]
as long as , uniformly on compact subsets of .
For and we can use (140), (142), (4.1), (270), (365), (396), (415), (456)–(457) and (463)–(4.15) again to deduce
[TABLE]
and
[TABLE]
as long as , uniformly on compact subsets of .
Now, we investigate . Because of (204) we have
[TABLE]
as long as , uniformly on compact subsets of . Analogously to the case of we conclude
[TABLE]
[TABLE]
and
[TABLE]
as long as , uniformly on compact subsets of . Furthermore, we deduce
[TABLE]
as long as , uniformly on compact subsets of . Moreover, due to (140), (142), (4.1), we have
[TABLE]
and because of
[TABLE]
[TABLE]
as long as , uniformly on compact subsets of .
Next, we consider and . Analogously to the cases of and we obtain
[TABLE]
as long as , uniformly on compact subsets of and therefore
[TABLE]
[TABLE]
as long as , uniformly on compact subsets of .
Next, we estimate . Due to (204), (347) and (392), we deduce
[TABLE]
as long as , uniformly on compact subsets of .
Finally, we bound by improving the estimate (4.5). It follows from the proof of this estimate that
[TABLE]
with
[TABLE]
Because of
[TABLE]
as well as (371)–(372) and Lemma 4.2 there holds
[TABLE]
For symmetry reasons it follows
[TABLE]
such that, due to (414) and Lemma 4.2, we conclude
[TABLE]
as long as , uniformly on compact subsets of .
Furthermore, by using (4.1), (373)–(374), (470) and Lemma 4.2 we obtain
[TABLE]
as long as , uniformly on compact subsets of .
Also because of (371)–(372) and Lemma 4.2 we deduce
[TABLE]
We split the integral kernel into
[TABLE]
with
[TABLE]
By the mean value theorem we have
[TABLE]
with . Hence, we obtain
[TABLE]
for uniformly with respect to and and, by using the mean value theorem once more,
[TABLE]
for uniformly with respect to and . Consequently, due to (371), (414) and Lemma 4.2, we conclude
[TABLE]
as long as , uniformly on compact subsets of .
Furthermore, because of (4.1), (436), (472)–(473) and Lemma 4.2, we have
[TABLE]
Hence, using
[TABLE]
as well as (166), (178), (373), (472) and Young’s inequality for convolutions, we obtain
[TABLE]
as long as , uniformly on compact subsets of .
Analogously to the case of and , we deduce
[TABLE]
as long as , uniformly on compact subsets of , where
[TABLE]
To bound we split the integral kernel into
[TABLE]
With the help of Taylor’s theorem we obtain
[TABLE]
uniformly with respect to and . Because of Lemma 4.2 we conclude
[TABLE]
Hence, we can proceed analogously to the case of to deduce
[TABLE]
as long as , uniformly on compact subsets of
Finally, due to the mean value theorem, we have
[TABLE]
for uniformly with respect to and , such that with the help of Lemma 4.2 we obtain
[TABLE]
as long as , uniformly on compact subsets of .
Now, we define our final energy by
[TABLE]
with
[TABLE]
Then, for sufficiently small , the energy satisfies the estimates (341)–(343), as long as , uniformly on compact subsets of . Hence, we have proven Lemma 4.3. ∎
Proofs of Theorems 4.1 and 1.1. If , then Lemma 4.3 allows us to use Gronwall’s inequality to obtain for sufficiently small the -boundedness of for all uniformly on compact subsets of . Due to (184) and (343), Theorem 4.1 follows. Transferring the assertions of Theorem 4.1 into Eulerian coordinates finally yields Theorem 1.1. ∎
Acknowledgment. This work was supported by the Deutsche Forschungsgemeinschaft DFG under the grant DU 1198/2. The author thanks Max Heß for discussions and the referee for useful comments.
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