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Stochastic Transport and Wave Interactions for Multiscale Surface Gravity Waves: Part II: Kinetic Theory and Ocean-Wave Applications

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Abstract

Building on the stochastic variational framework established in the companion paper, we investigate here the linearized stochastic water-wave system, consisting of a large-scale stochastic wave dynamics coupled to transport dynamics for the small-scale correlation modes. Within this framework, we develop, in the deep-water regime, a kinetic theory for surface gravity waves interacting with unresolved stochastic velocity fields. An energy analysis yields a wave-action kinetic equation exhibiting two distinct regimes: a diffusive scattering regime and a quartic interaction regime with structural similarities to Hasselmann–Zakharov theory. In the present framework, these effective quartic interactions arise through stochastic transport of unresolved fluctuations by the large-scale flow rather than through classical intrinsic resonant nonlinearity. Scaling laws are derived for the diffusion tensor and the effective growth rate, revealing a Miles-type production–dissipation mechanism. Using JONSWAP spectra, we then compare the strength of stochastic transport and classical Hasselmann interactions. For realistic oceanic values of unresolved velocity variance (σu≈0.1 m s−1σ_u \approx 0.1\,\mathrm{m\,s^{-1}}) and decorrelation time (τc≈10 sτ_c \approx 10\,\mathrm{s}), stochastic transport is found to compete with, and often exceed, classical four-wave interaction rates over broad spectral ranges. The transport intensity S=σu2τcS=σ_u^2τ_c emerges as a key parameter controlling the transition between interaction regimes. These results suggest that unresolved stochastic transport may play a substantially larger role in spectral evolution than is commonly represented in operational wave models, and motivate the inclusion of transport-induced source terms alongside standard resonant interaction closures.

Introduction

The companion paper [3] developed a stochastic variational framework for surface gravity waves in which unresolved scales enter through a regularized stochastic transport acting on the velocity potential. Starting from Luke’s variational principle and a decomposition into resolved and unresolved components, that work led to a coupled multiscale system governed by two intertwined principles: a pathwise variational principle for the large-scale wave dynamics and a variational principle in expectation governing the evolution of the noise modal functions. The resulting formulation preserves the Hamiltonian Zakharov–Craig–Sulem structure while providing a systematic framework for stochastic reduced models of ocean waves.

In this second paper, we investigate, for the deep-water regime, the physical consequences of that framework from a kinetic and modeling perspective. In particular, we examine how stochastic transport induced by unresolved motions modifies spectral wave evolution, and how this mechanism compares with the classical weak-turbulence picture embodied in the Hasselmann–Zakharov equation [6, 8, 20, 21, 19, 22].

This question is motivated by a long-standing gap in wave modeling. Resonant four-wave interactions form a cornerstone of spectral wave theory, yet transport by unresolved currents, turbulence, internal waves, and submesoscale motions is generally represented only indirectly or neglected, despite classical physical arguments—notably the Kraichnan–Tennekes sweeping picture—suggesting that random advection may strongly influence decorrelation and spectral transfer. The stochastic variational framework of the companion paper provides a natural setting in which this mechanism can be studied systematically.

The present work has two main objectives:

  1. Develop a kinetic theory for stochastic transport. Starting from the linearized stochastic water-waves equations, we derive a wave-action kinetic equation exhibiting two complementary regimes: a diffusive scattering regime and a quartic interaction regime structurally reminiscent of the Hasselmann–Zakharov equation. In contrast to classical weak-turbulence theory, these effective quartic interactions arise here from stochastic transport by unresolved motions rather than intrinsic resonant nonlinearity.

  1. Quantify the relative importance of stochastic transport and Hasselmann–Zakharov four-waves resonant interactions. To compare these mechanisms, we introduce the dimensionless transport-to-resonance interaction ratio

Γ=k2σu2τcϵμ4ωk,(1)\Gamma= \frac{k^2 \sigma_u^2 \tau_c}{\epsilon_\mu^4 \omega_k}, \tag*{(1)}

where σu2\sigma_u^2 denotes unresolved velocity variance, τc\tau_c its decorrelation time, ϵμ\epsilon_\mu the wave steepness1, and ωk\omega_k the wave frequency. Values Γ>1\Gamma> 1 correspond to transport-dominated evolution.

Using JONSWAP spectral parameterizations, we evaluate this ratio for different sea-states and over realistic oceanic ranges of unresolved transport (eddy viscosity) intensity

S=σu2τc.S = \sigma_u^2 \tau_c.

Our analysis suggests that, for physically realistic values of SS, stochastic transport can compete with, and often significantly exceed, classical four-wave interaction rates over broad spectral ranges. The results indicate that unresolved transport may play a substantially larger role in spectral evolution than is commonly represented in operational wave models.

These findings motivate a re-examination of spectral wave closures in which unresolved transport acts as an explicit source of spectral redistribution, alongside resonant nonlinear interactions. Beyond the kinetic theory itself, the analysis developed here yields implications for peak dynamics, swell decay, and wave forecasting, while also suggesting new parameterizations for stochastic source terms in operational spectral models.

The remainder of the paper is organized as follows. Section 2 recalls the stochastic water-wave formulation developed in the companion paper. Section 3 derives wave-action kinetic equation, for the linear stochastic water-wave equation with prescribed (stationnary) noise. Its diffusive continuous limit is inferred together with the effects of forcing and dissipation. Section 4 develops the quartic kinetic interaction term associated to the complete linear stochastic water-wave system. Section 5 presents the comparison with JONSWAP spectra and the resulting regime analysis. Section 6 discusses implications for wave modeling and concludes.

Stochastic water-wave formulation

In this section we briefly recall the stochastic water-wave model derived in the companion paper [3]; see also [2]. The model is based on two coupled variational principles. The first is a pathwise variational principle governing the evolution of the large-scale velocity potential ϕˉ\bar{\phi}, while the second is a variational principle in expectation describing the dynamics of the unresolved small-scale component ϕτ\phi^\tau. The unresolved component is represented as a time-correlated random field through the modal decomposition

ϕτ(x,t)=∫t−τt+τhτ(t−s)ϕi(x) dβsi(2)\phi^\tau(x,t) = \int_{t-\tau}^{t+\tau} h_\tau(t-s)\phi_i(x)\,\mathrm{d}\beta_s^i \tag*{(2)}

where hτh_\tau is a family of smooth regularization kernels with compact support and unit integral, and the functions ϕi\phi_i denote velocity-potential modes with bounded variance.

The full velocity potential is decomposed as

ϕ(x,t)=ϕˉ(x,t)+ϕτ(x,t).(3)\phi(x,t) = \bar{\phi}(x,t) + \phi^\tau(x,t). \tag*{(3)}

Because the temporal regularization is symmetric in past and future times, the decorrelation limit τ→0\tau\to0 formally yields a Stratonovich stochastic transport through a Wong–Zakai type limit. The regularized noise process

Wtτ=∫t−τt+τhτ(t−s) dβs(4)W_t^\tau= \int_{t-\tau}^{t+\tau} h_\tau(t-s)\,\mathrm{d}\beta_s \tag*{(4)}

has, under the kernel normalization considered here, variance E[(Wtτ)2]=τ−1\mathbb{E}[(W_t^\tau)^2] = \tau^{-1}, so that Wtτ=O(τ−1/2)W_t^\tau= \mathcal{O}(\tau^{-1/2}). This regularization therefore represents a large but finite separation of temporal scales, rather than idealized white-in-time forcing.

The free-surface elevation satisfies the stochastic kinematic boundary condition expressing transport of particles along the moving interface. Throughout, we assume the free surface remains sufficiently smooth and exclude wave breaking. Consistent with the decorrelation limit, the surface elevation is modeled as a semimartingale,

dη=η~ dt+dητ.(5)\mathrm{d}\eta= \widetilde{\eta}\,\mathrm{d}t + \mathrm{d}\eta^\tau. \tag*{(5)}

Although η\eta is stochastic, it remains significantly more regular than the velocity field in the decorrelation limit. In contrast to the velocity, which involves, at the limit, a rapidly fluctuating white-in-time component, the surface elevation retains enough regularity for evaluations at the free surface to remain well-defined.

Stochastic water-wave system

The water waves dynamics involves a classical kinematic condition for the free surface η\eta:

∂tη=G[η](ϕˉ+ϕτ),(6)\partial_t\eta= G[\eta](\bar{\phi}+\phi^\tau), \tag*{(6)}

where we introduced the Dirichlet-to-Neumann operator [1, 19]:

G[η]φ=(∂zϕ−∇xϕ⋅∇η)∣z=η.(7)G[\eta]\varphi= \left(\partial_z\phi-\nabla_x\phi\cdot\nabla\eta\right)\big|_{z=\eta}. \tag*{(7)}

This operator maps a Dirichlet boundary value φ\varphi of the velocity potential to its normal derivative at the free surface, thereby justifying its name. The properties of this operator has been extensively studied in the literature (see in particular [13] and references therein).

A pathwise variational principle provides the evolution of the trace at the surface of the large-scale velocity potential:

∂tφ‾=−(gη+12∣∇φ∣2−12(G[η]φ‾+∇η⋅∇φ‾)21+∣∇η∣2+∇φ‾⋅∇φτ−(G[η]φ‾+∇η⋅∇φ‾)(G[η]φτ+∇η⋅∇φτ)1+∣∇η∣2),(8)\partial_t\overline{\varphi}=-\left(g\eta+\frac{1}{2}|\nabla\varphi|^2-\frac{1}{2}\frac{\left(G[\eta]\overline{\varphi}+\nabla\eta\cdot\nabla\overline{\varphi}\right)^2}{1+|\nabla\eta|^2}+\nabla\overline{\varphi}\cdot\nabla\varphi^\tau-\frac{\left(G[\eta]\overline{\varphi}+\nabla\eta\cdot\nabla\overline{\varphi}\right)\left(G[\eta]\varphi^\tau+\nabla\eta\cdot\nabla\varphi^\tau\right)}{1+|\nabla\eta|^2}\right), \tag*{(8)}

These evolution equations can be shown to conserve a Hamiltonian structure derived from a stochastic extension of the Craig–Sulem–Zakharov formulation, so that the resolved dynamics remains consistent with the underlying variational structure.

As for the unresolved component, its dynamics follows from the coupled variational principle in expectation associated with the Euler equations. The evolution of the correlation functions of the trace of the velocity potential at the free surface reads

∂tφi+∇φ‾⋅∇φi−(∇φi⋅∇η)(G[η]φ‾+∇φ‾⋅∇η)1+∣∇η∣2−(G[η]φi+∇φi⋅∇η)G[η]φτ1+∣∇η∣2=0.(9)\partial_t\varphi_i+\nabla\overline{\varphi}\cdot\nabla\varphi_i-\frac{\left(\nabla\varphi_i\cdot\nabla\eta\right)\left(G[\eta]\overline{\varphi}+\nabla\overline{\varphi}\cdot\nabla\eta\right)}{1+|\nabla\eta|^2}-\frac{\left(G[\eta]\varphi_i+\nabla\varphi_i\cdot\nabla\eta\right)G[\eta]\varphi^\tau}{1+|\nabla\eta|^2}=0. \tag*{(9)}

Equations above together with the free-surface transport, define a coupled stochastic water-wave system for the resolved free surface dynamics and the unresolved correlation modes.

In the present work we focus on a simplified regime obtained by linearizing the large-scale dynamics. In the following section we first examine a frozen-correlation approximation for the noise modes, in which the functions φi\varphi_i are treated as prescribed and stationnary. In this first regime, unresolved modes act as a stochastic transport forcing on the resolved waves, rather than as an additional weakly nonlinear wave field; this is the central distinction explored in this paper.

Linearization of the large-scale water-wave system under fixed noise

In the following we provide in Fourier form the solution of the water-wave system linearized around flat surface at rest.

∂tφ‾+η+∇φ‾τ⋅∇φ‾=0,(10)\partial_t\overline{\varphi}+\eta+\nabla\overline{\varphi}^{\tau}\cdot\nabla\overline{\varphi}=0, \tag*{(10)}
∂tη=∂zϕ∣z=0+∂zϕτ∣z=0.(11)\partial_t\eta=\left.\partial_z\phi\right|_{z=0}+\left.\partial_z\phi^\tau\right|_{z=0}. \tag*{(11)}

In nondimensional form, the advection of the large-scale velocity potential by the noise in (10) – referred to as transport-noise – scales in ϵσm/ν\epsilon_\sigma m/\nu, where the noise nonlinear parameter ϵσ=Aσ/H\epsilon_\sigma=A_\sigma/H denotes the ratio between the characteristic noise wave height and finite water depth, while ν=tanh⁡(2πμ)/(2πμ)\nu=\tanh(2\pi\sqrt{\mu})/(2\pi\sqrt{\mu}) interpolates between Shallow-water and deep-water regimes, with μ=H2/L2\mu=H^2/L^2 [3]. In deep-water, (for finite depth) ν=(2πμ)−1\nu=(2\pi\sqrt{\mu})^{-1}, which corresponds to the regime explored in this study, the transport-noise term ∇φτ⋅∇φ‾\nabla\varphi^\tau\cdot\nabla\overline{\varphi} scales equivalently in terms of the slope ϵμσ=Aσ/L\epsilon_\mu^\sigma=A_\sigma/L as ϵμσm\epsilon_\mu^\sigma m.

In this first case, the noise is assumed to be given and stationary. We will also assume lateral periodic conditions. As such, the noise can be specified in terms of Fourier basis functions as

φτ=∑jckjeikj⋅xWjτ(t) with Wjτ(t)=∫t−τt+τhτ(t−s) dβsj.(12)\varphi^\tau= \sum_j c_{k_j} e^{i k_j \cdot x} W_j^\tau(t) \text{ with } W_j^\tau(t) = \int_{t-\tau}^{t+\tau} h_\tau(t-s)\,\mathrm{d}\beta_s^j. \tag*{(12)}

The wavenumbers kjk_j label the unresolved spatial components, whereas kk denotes a resolved-wave wavenumber. The coefficients ckjc_{k_j} are the Fourier coefficients of the prescribed velocity-potential correlation modes and are time independent in the present frozen-correlation approximation. They do not depend neither on the regularization scale τ\tau. Since Wjτ=O(τ−1/2)W_j^\tau= \mathcal{O}(\tau^{-1/2}), dimensional considerations, with the noise velocity potential φτ∼L2/T\varphi^\tau\sim L^2/T, give ckj∼∣kj∣−2ωjc_{k_j} \sim\lvert k_j\rvert^{-2}\sqrt{\omega_j}, where ωj=ω(kj)\omega_j = \omega(k_j) is used only to prescribe the wavenumber scaling of the spatial covariance. No intrinsic temporal Airy carrier is assigned to the noise modes in this first regime. For simplicity, the scaling of the transport-noise is assumed to be absorbed in the noise amplitude coefficient ckjc_{k_j}.

The transport-noise term in the linearized large-scale expression (10) reads:

∇φ⋅∇φτ=∑k,j−ckj(k−kj)⋅kjφ‾k−kjWjτ(t)eik⋅x,(13)\nabla\varphi\cdot\nabla\varphi^\tau= \sum_{k,j} -c_{k_j}(k-k_j)\cdot k_j\overline{\varphi}_{k-k_j}W_j^\tau(t)e^{ik\cdot x}, \tag*{(13)}

For a fixed horizontal wavenumber kk, the linearized water system around the flat surface z=0z=0 is expressed in vectorial form in terms of Uk=(φk,ηk)trU_k=(\varphi_k,\eta_k)^{\mathrm{tr}} as:

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