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REVIEW 3 major objections 5 minor 76 references

From KP-I Lump Solution to Travelling wave of 3D Gravity Capillary Water wave problem

T0 review · 3 major / 5 minor · reviewed 2026-08-05 · deepseek-v4-flash

Pith's one-line read Three-dimensional gravity-capillary water waves admit fully localized solitary waves

desk verdict Plausible and technically rich existence proof, but a load-bearing spectral-uniformity gap keeps it from being complete; deserves serious refereeing. read the letter →

arxiv 2509.06084 v1 pith:OAO7JSIW submitted 2025-09-07 math.AP

classification math.AP MSC 35Q3535C0835B2576B1576B4535Q53
keywords gravity-capillarywaterwavesKP-IequationlumpsolutionssolitaryDirichlet-NeumannoperatorLyapunov-Schmidtreductionsurfacetensiontraveling
verification ladder T0 review T1 audit T2 compute T3 formal

The pith

A machine-rendered reading of the paper's core claim, the machinery that carries it, and where it could break.

The reading

The paper proves that the 3D gravity-capillary water wave problem, with gravity and depth normalized to one, admits fully localized solitary traveling waves whenever the surface tension parameter σ exceeds 1/3. For every sufficiently small amplitude parameter ε, there is a solution traveling at speed c = (1 + ε²)^(-1/2) whose free surface, after rescaling, is ε² times the derivative of a KP-I lump solution, up to O(ε³). The proof reduces the free-boundary problem to a single nonlocal nonlinear equation using the Dirichlet–Neumann operator, then solves it around the nondegenerate KP-I lump by a Lyapunov–Schmidt reduction and contraction argument. If correct, this gives a precise existence theorem for fully localized 3D solitary water waves with sharp asymptotics as the wave speed approaches the critical value.

What carries the argument

The central object is the modified linearized KP-I operator L_ε = A∂_1⁴ − ∂_1² − (1 + ε²)∂_2² + (2A + 1/3)ε²∂_1²∂_2² + σ(1 + ε²)ε⁴∂_2⁴ + ε^(-4)(1 + ε²)(1 + ε²σP)(QG₀ − ε²P) − (3/c)∂_1(∂_1q ∂_1·), with A = σ(1 + ε²) − 1/3, P = −∂_1² − ε²∂_2², Q = 1 + (1/3)ε²P, and G₀ = |D| tanh(|D|). This operator carries the KP-I linearization, the anisotropic rescaling, and the nonlocal Dirichlet–Neumann contribution. The proof uses a continued-fraction lower bound for tanh to keep the operator elliptic, a spectral decomposition with a unique negative eigenvalue and a positive spectral gap inherited from the KP-I lump analysis, and a weakly decoupled fixed-point argument in scaled Sobolev spaces.

What would settle it

Compute the eigenvalues of the modified linearized operator L_ε, including its nonlocal Dirichlet–Neumann term, on the odd/even symmetry subspace for a sequence ε → 0. If the gap between the negative eigenvalue and zero, or between zero and the next positive eigenvalue, shrinks faster than the perturbation norms used in Proposition 4.1, the uniform a priori estimate fails and the contraction argument collapses.

Watch

Extended reading notes

Core claim

Theorem 1.1 states that for any sufficiently small ε > 0 there is a solution pair (η_ε, ξ_ε) to the water wave system (1.8) with traveling speed c = (1 + ε²)^(-1/2), satisfying η_ε(x1,x2,t) = ε² Q(ε(x1 − ct), ε²x2) + O(ε³) and ξ_ε = ε q(ε(x1 − ct), ε²x2) + O(ε²), where q is a non-degenerate lump solution of the KP-I equation and Q = ∂_x q. The proof rewrites the water wave equations with the Dirichlet–Neumann operator, substitutes a two-scale ansatz, and derives a compatibility equation whose leading part is the KP-I equation. The linearized operator around the lump is shown to be invertible with ε-uniform estimates on suitable odd/even Sobolev spaces, and the nonlinear terms are shown to co

Load-bearing premise

The linearized operator around the lump is assumed to have a unique negative eigenvalue and a positive spectral gap that stays bounded away from zero uniformly as ε → 0; the paper cites this as inherited from the KP-I lump analysis, but the uniform-in-ε verification is sketched rather than proved.

Editorial extensions

If this is right

  • Fully localized 3D gravity-capillary solitary waves exist for all sufficiently small amplitudes when σ > 1/3, with speed approaching the critical shallow-water speed c = 1.
  • The free surface profile is asymptotically ε²Q(ε(x₁ − ct), ε²x₂), so the known explicit KP-I lump gives a concrete leading-order prediction for the wave shape.
  • The ε-uniform invertibility of the nonlocal linearized operator provides a tool for studying spectra, stability, and uniqueness of these waves.
  • If other KP-I solutions are shown to be non-degenerate with finite Morse index, the same construction would yield additional fully localized water-wave families, as the paper suggests.
  • The expansion of the Dirichlet–Neumann operator is controlled in Sobolev spaces with estimates uniform in ε, making the reduction amenable to future higher-order or numerical approximation.

Reading between the lines

Editorial extensions of the paper, not claims the author makes directly.

  • The construction likely extends to other nondegenerate rational solutions of KP-I-type models, since the only spectral input needed is a unique negative eigenvalue and a uniform gap.
  • A direct numerical check of the ε-uniform spectral gap in Proposition 4.1 would isolate the one load-bearing assumption: discretize L_ε near the lump and watch the gap as ε shrinks.
  • The independent similar result by Groves and Wahlen noted in the paper suggests the asymptotic normalization and speed are natural; comparing the two derivations could clarify whether the fixed-point spaces are optimal.
  • Orbital stability of the KP-I lump does not automatically transfer to these water waves; the dynamical stability of the constructed solitary waves remains open.
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Editorial analysis

A structured set of objections, weighed in public.

Desk editor's note, referee report, and a circularity audit.

Referee Report

3 major / 5 minor

Summary. The paper claims to construct fully localized solitary traveling-wave solutions of the three-dimensional gravity-capillary water wave problem, for surface tension σ>1/3 and wave speed c=(1+ε^2)^{-1/2}. Using the Dirichlet-to-Neumann formulation, the authors perform a KP-I asymptotic reduction and introduce an ε-dependent linearized operator Lε that contains both an anisotropic fourth-order differential part and a nonlocal term involving |D|tanh(|D|). They establish L^2 and L^p estimates for the linearized problem, then use a fixed-point argument around the explicit KP-I lump qε to produce the solution pair (ηε,ξε) with the stated asymptotic expansions. The central claim is Theorem 1.1.

Significance. If the proof is completed as intended, the result is significant: it would give the first rigorous construction of fully localized 3D gravity-capillary solitary waves by perturbing the explicit KP-I lump, with sharp scaling and decay information. The DNO estimates in Section 3 are detailed and the use of continued-fraction inequalities for tanh to control the nonlocal term is a useful technical idea. The paper also identifies a genuinely difficult point, namely the linearized operator with a nonlocal term, and the L^p theory developed for it has independent interest. However, a load-bearing spectral uniformity assertion is not proved, and the existence part of Proposition 4.2 is deferred to an analogous argument in another paper despite the presence of a new nonlocal term.

major comments (3)
  1. [§4, Proposition 4.1, Steps 1-2] The proof asserts that the ε-dependent operator L has a unique negative eigenvalue λ1 and that the smallest positive eigenvalue λ2 is bounded below uniformly in ε; the coercivity (4.3) and the estimates (4.6)-(4.7) depend on this uniformity. The cited result [46, Theorem 2] treats the linearized KP-I operator at ε=0 only. Here the operator contains ε through A=A(ε), c=c(ε), the one-parameter lump qε in (2.11), and the full operator Lε also contains the nonlocal term L2, which is absent from [46]. No perturbation, resolvent-convergence, or relative-compactness argument is supplied to show that the spectral gap persists as ε→0. If λ2(ε) tends to 0, or if the negative eigenvalue crosses zero, then (4.3), (4.6)-(4.7), Proposition 4.2, and the fixed-point argument in §5 all collapse. The sentence 'whose nondegeneracy is established in [46]' at (2.11) does not cover the ε-family. This is the c
  2. [§4, Proposition 4.2] The existence of a solution to (4.1) in F1 is deferred to 'arguments similar to Proposition 4.2 in [47]'. This is not a routine adaptation, because Lε contains L2, a nonlocal operator involving |D|tanh(|D|), and the L^p part of the proof relies on a Green's function representation for the full symbol in (4.11). The written proof jumps from an E1 Hilbert-space estimate to the L^4 estimate (4.12) without proving that the full symbol gives the claimed L^{4/3}→L^4 mapping. Since the nonlinear fixed-point argument in §5 uses the full force of (4.12), the missing argument should be supplied, or the proof in [47] should be adapted explicitly with the L2 terms verified.
  3. [§5, estimates (5.68)] The contraction estimates (5.68) are asserted for six different combinations of P1, P2, P3, P4, but the proof checks only representative terms and states that the remaining terms admit similar estimates. Given that P3 and P4 involve compositions of the operators B, A, R3, Riesz transforms, and tanh(|D|), the omitted verifications are substantial. In particular, the ε-power bookkeeping in the R3 estimate (the chain leading to Cε^2||ϕ1−ϕ2||_*) is delicate and should be checked term by term. Because the contraction mapping argument is the final step of the proof, the non-representative terms should either be written out or organized in a systematic table with all ε weights.
minor comments (5)
  1. [Abstract and running title] The abstract contains grammatical errors ('solution resemble lump type solutions') and the running title reads 'SHADOW W ATER W A VE'; these should be corrected.
  2. [Lemma 3.4] The statement says 'f(P) is an old continuous function'; 'old' should be 'odd'.
  3. [Notation in §5] The letter h is used both for the scaled free-surface profile in (2.2) and for the right-hand side of (5.2)/(5.9). This is confusing; please use different symbols, e.g. ζ for the free-surface profile and r for the right-hand side.
  4. [§4, operator notation] The operator L defined in Step 1 of Proposition 4.1 is not the same as Lε in (4.1), since L does not contain L2. Please clarify explicitly which operator's spectral properties are being used and how they transfer to Lε.
  5. [Equation (1.20)] The two rational bounds for tanh x are asserted without proof or citation. Please provide a reference or a short justification, and state the range of x for which the inequalities are used.

Circularity Check

0 steps flagged · score 1.0 of 10

No significant circularity: the water-wave existence is obtained by a Lyapunov-Schmidt/fixed-point perturbation of external KP-I lump data; the main weakness is an asserted, not proved, uniform spectral gap for the ε-family, which is a correctness gap rather than an equation-for-equation circularity.

full rationale

The central claim (Theorem 1.1) is not equivalent to its inputs. The paper uses the KP-I lump q as an external object, its nondegeneracy from Liu-Wei [46], and the DNO estimates from Craig-Schanz-Sulem [21], then constructs the water-wave solution through a Lyapunov-Schmidt reduction and contraction mapping. No fitted parameter is renamed as a prediction, no known result is merely relabeled, and the ansatz η=ε²h, ξ=εf is a starting point rather than the conclusion. The proof does rely on the authors' own prior work: [47] for the reduction strategy and [46] for the nondegeneracy/Morse-index input. These are self-citations with overlapping authors, but [46] is a published, externally verifiable theorem for the ε=0 lump, and [47] is used for methodology while substantial details (Riesz representation, Lp/Fourier estimates) are reproduced in the text. The genuinely load-bearing weak point is Section 4: Step 1 asserts 'By [46, Theorem 2], L has a unique negative eigenvalue λ1' and Step 2 asserts a uniform positive gap λ2 for the ε-perturbed operator, with no perturbation or compactness argument transferring [46] to the ε-family. The sentence in Section 2.2, 'whose nondegeneracy is established in [46]', attached to the ε-dependent qε, overstates what [46] covers if qε is not a rescaling of the ε=0 lump. This is a serious omitted proof and a correctness risk—the Lyapunov-Schmidt reduction collapses if λ2(ε) is not bounded away from zero—but it is not circularity: the reduction is a valid conditional argument, not a conclusion already contained in the assumptions. The added note that Groves and Wahlen independently obtained similar results further indicates the result is externally corroborated rather than self-generated. Overall score 1: minor self-citation and an over-broad citation transfer, but no circular derivation.

Assumptions & free parameters 0 free parameters · 3 assumptions · 0 invented entities

The only numerical inputs are physical parameters (g, d, sigma) and the small perturbation parameter epsilon; none are fitted to data. The proof imports two technical pillars: the lump nondegeneracy theorem and the DNO expansion estimates. The spectral uniformity assumption is a genuine unproved input, and the sigma-range restriction is ambiguous.

assumptions (3)
  • ad hoc to paper The epsilon-perturbed linearized operator around the KP-I lump has a unique negative eigenvalue and a spectral gap uniform in epsilon, inherited from Liu-Wei [46] by approximation.
    Section 4, Step 1 says 'By [46, Theorem 2], L has a unique negative eigenvalue lambda_1...' and Step 2 asserts (psi, psi) >= lambda_2 ||partial_1 psi||^2 with lambda_2 > 0 uniformly for small epsilon. The uniformity is asserted, not derived from the cited theorem.
  • domain assumption The Craig-Schanz-Sulem DNO expansion G = G0 + G1 + G2 + R3 and its operator estimates hold under C1 smallness and remain valid after the scaling used in the paper.
    Used throughout Section 3 and in the definition of the operator L2; the paper refines but does not reprove the foundational DNO representation from [21,62].
  • standard math Standard Fourier analysis tools (Mikhlin multiplier theorem, Hardy-Littlewood-Paley, Gagliardo-Nirenberg, Sobolev embeddings) are valid and applicable in the Sobolev spaces used.
    Invoked throughout Section 4 and the Appendix, with statements and some proofs supplied in the appendix.

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Pith. "Pith review of From KP-I Lump Solution to Travelling wave of 3D Gravity Capillary Water wave problem." pith.science (2026). https://pith.science/paper/OAO7JSIW

@misc{pith2026250906084,
  author       = {Pith},
  title        = {Pith review of: From KP-I Lump Solution to Travelling wave of 3D Gravity Capillary Water wave problem},
  year         = {2026},
  howpublished = {\url{https://pith.science/paper/OAO7JSIW}},
  note         = {Machine review of arXiv:2509.06084}
}
read the original abstract

In this paper, we study the three-dimensional gravity-capillary water wave problem involving an irrotational, perfect fluid with gravity and surface tension. We focus on steady waves propagating uniformly in one direction. Assuming constant wave speed and water depth, we analyze the fluid's velocity potential and boundary conditions. Using the Kadomtsev-Petviashvili (KP)-I equation as a simplified model, we show that, within a specific parameter range, the problem admits a fully localized solitary-wave solution resemble lump type solutions of the KP-I equation.

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Works this paper leans on

76 extracted references · 76 canonical work pages

  1. [47]

    Y. Liu, Z. Wang, J. Wei, W. Yang.From KP-I lump solution to travelling waves of Gross- Pitaevskii equation.2021, https://arxiv.org/abs/2110.15472

  2. [46]

    Y. Liu, J. Wei.Nondegeneracy, Morse index and orbital stability of the KP-I lump solution. Arch. Ration. Mech. Anal.,2342019), no. 3, 1335–1389

  3. [1]

    Ablowitz, H

    M.J. Ablowitz, H. Segur.Solitons and the Inverse Scattering Transform.SIAM Studies in Applied Mathematics, 4. Society for Industrial and Applied Mathematics (SIAM), Philadel- phia, PA, 1981

  4. [2]

    Amick, L.E

    C.J. Amick, L.E. Fraenkel, J.F. Toland,On the Stokes conjecture for the wave of extreme form, Acta Math. 148 (1982), 193-214

  5. [3]

    Amick, K

    C.J. Amick, K. Kirchg¨ assner,A theory of solitary water-waves in the presence of surface tension, Arch. Rational Mech. Anal.105(1989), no. 1, 1–49

  6. [4]

    Bona, D.K

    J.L. Bona, D.K. Bose, R.E.L. Turner,Finite-amplitude steady waves in stratified fluids, J. Math. Pures Appl. (9) 62 (1983), no. 4, 389-439 (1984)

  7. [5]

    J.L. Bona, T. Colin, D. Lannes,Long wave approximations for water waves, Arch. Ration. Mech. Anal.178(2005), no. 3, 373-410

  8. [6]

    de Bouard, J.C

    A. de Bouard, J.C. Saut.Solitary waves of generalized Kadomtsev-Petviashvili equations. Ann. Inst. H. Poincar´ e C Anal. Non Lin´ eaire,14(1997), no. 2, 211-236

Show all 76 references
  1. [7]

    Bridges, A

    T.J. Bridges, A. Mielke,A proof of the Benjamin-Feir instability, Arch. Rational Mech. Anal. 133 (1995), no. 2, 145-198

  2. [8]

    Bridges, M.D

    T.J. Bridges, M.D. Groves, P.N. David edited.Lectures on the theory of water waves.London Mathematical Society Lecture Note Series, 426. Cambridge University Press, Cambridge, 2016

  3. [9]

    Buffoni, M.D

    B. Buffoni, M.D. Groves, S.M. Sun, E. Wahlen,Existence and conditional energetic sta- bility of three-dimensional fully localised solitary gravity-capillary water waves, Journal of Differential Equations 254 (2013) 1006-1096

  4. [10]

    Buffoni, M.D

    B. Buffoni, M.D. Groves, E. Wahlen,A Variational Reduction and the Existence of a Fully Localised Solitary Wave for the Three-Dimensional Water-Wave Problem with Weak Surface Tension,Arch. Rational Mech. Anal. 228 (2018) 773-820

  5. [11]

    Buffoni, M.D

    B. Buffoni, M.D. Groves, E. Wahlen,Fully localised three-dimensional gravity-capillary soli- tary waves on water of infinite depth, J. Math. Fluid Mech. 24 (2022), no. 2, Paper No. 55, 21 pp

  6. [12]

    Constantin, J

    A. Constantin, J. Escher,Analyticity of periodic traveling free surface water waves with vorticity,Ann. of Math.(2) 173 (2011), no. 1, 559-568

  7. [13]

    Constantin, W

    A. Constantin, W. Strauss,Exact steady periodic water waves with vorticity, Comm. Pure Appl. Math. 57 (2004), no. 4, 481–527

  8. [14]

    Constantin, W

    A. Constantin, W. Strauss,Pressure beneath a Stokes wave, Comm. Pure Appl. Math. 63 (2010), no. 4, 533-557

  9. [15]

    Constantin, W

    A. Constantin, W. Strauss, E. V˘arv˘aruc˘a,Global bifurcation of steady gravity water waves with critical layers, Acta Math. 217 (2016), no. 2, 195-262. KP-I LUMP SOLUTION TO TRA VELLING W A VE OF SHADOW W ATER W A VE 57

  10. [16]

    Craig,Non-existence of solitary water waves in three dimensions, R

    W.L. Craig,Non-existence of solitary water waves in three dimensions, R. Soc. Lond. Philos. Trans. Ser. A Math. Phys. Eng. Sci.360(2002), no. 1799, 2127–2135

  11. [17]

    Craig, M.D

    W.L. Craig, M.D. Groves,Hamiltonian long-wave approximations to the water-wave problem, Wave Motion,19(1994), no. 4, 367-389

  12. [18]

    Craig, P

    W.L. Craig, P. Guyenne, H. Kalisch,Hamiltonian long-wave expansions for free surfaces and interfaces, Comm. Pure Appl. Math.58(2005), no. 12, 1587–1641

  13. [19]

    Craig, P

    W.L. Craig, P. Guyenne, C. Sulem,Water waves over a random bottom, J. Fluid Mech. 640 (2009), 79–107

  14. [20]

    Craig, D.P

    W.L. Craig, D.P. Nicholls,Traveling Two and Three Dimensional Capillary Gravity Water Waves, SIAM J. Math. Anal. 32 (2000) 323–359

  15. [21]

    Craig, U

    W.L. Craig, U. Schanz, C. Sulem,The modulational regime of three-dimensional water waves and the Davey-Stewartson system,Ann. Inst. H. Poincar´ e C Anal. Non Lin´ eaire,14(1997), no. 5, 615–667

  16. [22]

    Craig, C

    W. Craig, C. Sulem,Numerical Simulation of Gravity Waves, Journal of Computational Physics 108 (1993) 73–83

  17. [23]

    Darrigol,The spirited horse, the engineer, and the mathematician: water waves in nine- teenth century hydrodynamics, Arch

    O. Darrigol,The spirited horse, the engineer, and the mathematician: water waves in nine- teenth century hydrodynamics, Arch. Hist. Exact Sci. 58 (2003), no. 1, 21-95

  18. [24]

    D´ avila, M

    J. D´ avila, M. del Pino, M. Musso, M.H. Wheeler,Overhanging solitary water waves, arXiv:2409.01182

  19. [25]

    F. Dias, G. Iooss,Water-waves as a spatial dynamical system, Handbook of mathematical fluid dynamics, Vol. II, North-Holland, Amsterdam, 2003, pp. 443-499

  20. [26]

    Djordjevic, L.G

    V.D. Djordjevic, L.G. Redekopp,On two-dimensional packets of capillary-gravity waves, J. Fluid Mech. 79 (1977) 703

  21. [27]

    Groves,A plethora of fully localised solitary waves for the fulldispersion Kadomtsev–Petviashvili equation, submitted 2025

    Mats Ehrnstr¨ om and Mark D. Groves,A plethora of fully localised solitary waves for the fulldispersion Kadomtsev–Petviashvili equation, submitted 2025

  22. [28]

    Fuchs,On the theory of short-crested oscillatory waves, Gravity Waves, National Bureau of Standards Circular 521, U.S

    R.A. Fuchs,On the theory of short-crested oscillatory waves, Gravity Waves, National Bureau of Standards Circular 521, U.S. Government Printing Office, Washington, D.C., 1952, pp. 187-200

  23. [29]

    Gallay,Interaction of vortices in weakly viscous planar flows, Arch

    T. Gallay,Interaction of vortices in weakly viscous planar flows, Arch. Ration. Mech. Anal. 200 (2011), no. 2, 445-490

  24. [30]

    Grafakos, Classical Fourier analysis

    L. Grafakos, Classical Fourier analysis. Second edition, Grad. Texts in Math., 249 Springer, New York, 2008. xvi+489 pp

  25. [31]

    Grafakos, Modern Fourier analysis

    L. Grafakos, Modern Fourier analysis. Second edition, Grad. Texts in Math., 250 Springer, New York, 2009. xvi+504 pp

  26. [32]

    Groves,Steady water waves, J

    M.D. Groves,Steady water waves, J. Nonlinear Math. Phys. 11 (2004), no. 4, 435-460

  27. [33]

    Groves,An Existence Theory for Gravity–Capillary Solitary Water Waves, Water Waves 3 (2021) 213–250

    M.D. Groves,An Existence Theory for Gravity–Capillary Solitary Water Waves, Water Waves 3 (2021) 213–250

  28. [34]

    Groves, M

    M.D. Groves, M. Haragus, S.M. Sun,A dimension-breaking phenomenon in the theory of steady gravity-capillary water waves, Philosophical Transactions of the Royal Society of Lon- don. Series A: Mathematical, Physical and Engineering Sciences 360.1799. Ed. by W. Craig et al., pp....

  29. [35]

    Groves, M

    M.D. Groves, M. Haragus,A bifurcation theory for three-dimensional oblique travelling grav- itycapillary water waves, J. Nonlinear Sci. 13 (2003), no. 4, 397-447

  30. [36]

    Groves, A

    M.D. Groves, A. Mielke,A spatial dynamics approach to three-dimensional gravity-capillary steady water waves, Proc. Roy. Soc. Edinburgh Sect. A 131 (2001), no. 1, 83-136

  31. [37]

    Groves, D

    M.D. Groves, D. Nilsson, S. Pasquali, E. Wahl´ en,Analytical study of a generalised Dirichlet- Neumann operator and application to three-dimensional water waves on Beltrami flows. J. Differential Equations 413 (2024), 129–189

  32. [38]

    Groves, S.M

    M.D. Groves, S.M. Sun,Fully Localised Solitary-Wave Solutions of the Three-Dimensional Gravity–Capillary Water-Wave Problem,Arch. Rational Mech. Anal. 188 (2008), 1-91

  33. [39]

    M. D. Groves and E. Wahlen, Fully localised three-dimensional solitary water waves on Bel- trami flows with strong surface tension, preprint

  34. [40]

    Haziot, V.M

    S. Haziot, V.M. Hur, W. Strauss, J. Toland, E. Wahlen, S. Walsh, M. Wheeler,Traveling water waves — the ebb and flow of two centuries, Quart. Appl. Math. 80 (2022) 317-401

  35. [41]

    Iooss, P

    G. Iooss, P. Plotnikov,Asymmetrical three-dimensional travelling gravity waves, Arch. Ra- tion. Mech. Anal. 200 (2011), no. 3, 789-880

  36. [42]

    Kadomtsev, V.I

    B.B. Kadomtsev, V.I. Petviashvili,On the Stability of Solitary Waves in Weakly Dispersing Media.Soviet Physics Doklady,15(1970), 539–541. 58 C. GUI, S. LAI, Y. LIU, J. WEI, AND W. YANG

  37. [43]

    Kirchg¨ assner,Nonlinearly resonant surface waves and homoclinic bifurcation, Adv

    K. Kirchg¨ assner,Nonlinearly resonant surface waves and homoclinic bifurcation, Adv. Appl. Mech.,26(1988), 135-181

  38. [44]

    Lannes,The water waves problem: mathematical analysis and asymptotics, American mathematical society, Providence (R.I.), 2013

    D. Lannes,The water waves problem: mathematical analysis and asymptotics, American mathematical society, Providence (R.I.), 2013

  39. [45]

    Lannes,On the dynamics of floating structures, Ann

    D. Lannes,On the dynamics of floating structures, Ann. PDE 3 (2017), no. 1, Paper No. 11, 81

  40. [48]

    Y. Liu, J. Wei, W. Yang.Uniqueness of lump solutions of KP-I equations, Proceedings of London Math Society, (3) 129 (2024), no. 1, Paper No. e12619, 45 pp

  41. [49]

    Lokharu, D.S

    E. Lokharu, D.S. Seth, E. Wahl´ en,An existence theory for small-amplitude doubly periodic water waves with vorticity, Arch. Ration. Mech. Anal. 238 (2020), no. 2, 607–637

  42. [50]

    Manakov, V.E

    S.V. Manakov, V.E. Zakharov, L.A. Bordag, A.R. Its, V.B. Matveev.Two dimensional soli- tons of the Kadomtsev–Petviashvili equation and their interaction.Physics letter A63(1977), 205-206

  43. [51]

    Marchioro, M

    C. Marchioro, M. Pulvirenti,Vortices and localization in Euler flows, Comm. Math. Phys. 154 (1993), no. 1, 49-61

  44. [52]

    Marchioro, M

    C. Marchioro, M. Pulvirenti,Mathematical theory of incompressible nonviscous fluids, Ap- plied Mathematical Sciences, vol. 96, Springer-Verlag, New York, 1994

  45. [53]

    Miles,On the generation of surface waves by shear flows, J

    J.W. Miles,On the generation of surface waves by shear flows, J. Fluid Mech. 3 (1957), 185–204

  46. [54]

    M. Ming, P. Zhang, Z.F. Zhang,Large time well-posedness of the three-dimensional capillary- gravity waves in the long wave regime.Arch. Ration. Mech. Anal. 204 (2012), no. 2, 387-444

  47. [55]

    M. Ming, P. Zhang, Z.F. Zhang,Long-wave approximation to the 3-D capillary-gravity waves. SIAM J. Math. Anal. 44 (2012), no. 4, 2920-2948

  48. [56]

    M. Ming, P. Zhang, Z.F. Zhang,KP approximation to the 3-D water wave equations with surface tension. Emerging topics on differential equations and their applications, 271-289, Nankai Ser. Pure Appl. Math. Theoret. Phys., 10, World Sci. Publ., Hackensack, NJ, 2013

  49. [57]

    Nilsson,Three-dimensional internal gravity-capillary waves in finite depth, Math

    D. Nilsson,Three-dimensional internal gravity-capillary waves in finite depth, Math. Methods Appl. Sci. 42 (2019), no. 12, 4113-4145

  50. [58]

    P˘ar˘au, J.M

    E.I. P˘ar˘au, J.M. Vanden-Broeck, M.J. Cooker,Three-dimensional gravity-capillary solitary waves in water of finite depth and related problems.Phys. Fluids 17 (2005), no. 12, 122101, 9 pp

  51. [59]

    Reeder, M

    J. Reeder, M. Shinbrot,Three-dimensional, nonlinear wave interaction in water of constant depth,Nonlinear Anal. 5 (1981), no. 3, 303–323

  52. [60]

    Sachs,On the existence of small amplitude solitary waves with strong surface tension, J

    R.L. Sachs,On the existence of small amplitude solitary waves with strong surface tension, J. Differential Equations,90(1991), no. 1, 31–51

  53. [61]

    Satsuma, M.J

    J. Satsuma, M.J. Ablowitz.Two-dimensional lumps in nonlinear dispersive systems.J. Math. Phys.,20(1979), no. 7, 1496–1503

  54. [62]

    Schanz,On the evolution of gravity-capillary waves in three dimensions, ProQuest LLC, Ann Arbor, MI, 1996

    U. Schanz,On the evolution of gravity-capillary waves in three dimensions, ProQuest LLC, Ann Arbor, MI, 1996

  55. [63]

    D.S. Seth, K. Varholm, E. Wahl´ en,Symmetric doubly periodic gravity-capillary waves with small vorticity. Adv. Math. 447 (2024), Paper No. 109683, 50 pp

  56. [64]

    Sretenski ˘i,Spatial problem of determination of steady waves of finite amplitude(Rus- sian), Doklady Akad

    L.N. Sretenski ˘i,Spatial problem of determination of steady waves of finite amplitude(Rus- sian), Doklady Akad. Nauk SSSR (N.S.) 89 (1953), 25-28

  57. [65]

    Sun,Solitary internal waves in continuously stratified fluids of great depth, Phys

    S.M. Sun,Solitary internal waves in continuously stratified fluids of great depth, Phys. D 166 (2002), no. 1-2, 76-103

  58. [66]

    Wahl´ en,Steady water waves with a critical layer, J

    E. Wahl´ en,Steady water waves with a critical layer, J. Differential Equations 246 (2009), no. 6, 2468-2483

  59. [67]

    Walsh,Stratified steady periodic water waves, SIAM J

    S. Walsh,Stratified steady periodic water waves, SIAM J. Math. Anal. 41 (2009), no. 3, 1054-1105

  60. [68]

    Wheeler,Large-amplitude solitary water waves with vorticity, SIAM J

    M.H. Wheeler,Large-amplitude solitary water waves with vorticity, SIAM J. Math. Anal. 45(2013), no. 5, 2937-2994

  61. [69]

    Wheeler,Solitary water waves of large amplitude generated by surface pressure, Arch

    M.H. Wheeler,Solitary water waves of large amplitude generated by surface pressure, Arch. Ration. Mech. Anal. 218 (2015), no. 2, 1131-1187. KP-I LUMP SOLUTION TO TRA VELLING W A VE OF SHADOW W ATER W A VE 59

  62. [70]

    Wheeler,Integral and asymptotic properties of solitary waves in deep water, Comm

    M.H. Wheeler,Integral and asymptotic properties of solitary waves in deep water, Comm. Pure Appl. Math. 71 (2018), no. 10, 1941-1956

  63. [71]

    Wheeler,On stratified water waves with critical layers and Coriolis forces, Discrete Contin

    M.H. Wheeler,On stratified water waves with critical layers and Coriolis forces, Discrete Contin. Dyn. Syst. 39 (2019), no. 8, 4747-4770

  64. [72]

    Whitham, Linear and nonlinear waves, Wiley, New York Chichester Weinheim, 1999

    G.B. Whitham, Linear and nonlinear waves, Wiley, New York Chichester Weinheim, 1999

  65. [73]

    Wu,Well-posedness in Sobolev spaces of the full water wave problem in 2D, Invent

    S. Wu,Well-posedness in Sobolev spaces of the full water wave problem in 2D, Invent. Math. 130(1997), no. 1, 39-72

  66. [74]

    Wu,Global wellposedness of the 3D full water wave problem, Invent

    S. Wu,Global wellposedness of the 3D full water wave problem, Invent. Math. 184 (2011), no. 1, 125-220

  67. [75]

    Zhang, Z.F

    P. Zhang, Z.F. Zhang,On the local wellposedness of 3D water wave problem with vorticity. Sci. China Ser. A 50 (2007), no. 8, 1065-1077

  68. [76]

    Zhang, Z.F

    P. Zhang, Z.F. Zhang,On the free boundary problem of three-dimensional incompressible Euler equations. Comm. Pure Appl. Math. 61 (2008), no. 7, 877-940. Changfeng Gui, Department of Mathematics, F aculty of Science and Technology, University of Macau, Taipa, Macao SAR, China. ...

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