Towards a coupled model to investigate wave–sea ice interactions in the Arctic marginal ice zone

. The Arctic marginal ice zone (MIZ), where strong interactions between sea ice, ocean and atmosphere take place, is expanding as the result of ongoing sea ice retreat. Yet, state-of-the-art models exhibit signiﬁcant biases in their representation of the complex ocean–sea ice interactions tak-ing place in the MIZ. Here, we present the development of a new coupled sea ice–ocean wave model. This setup allows us to investigate some of the key processes at play in the MIZ. In particular, our coupling enables us to account for the wave radiation stress resulting from the wave attenuation by sea ice and the sea ice lateral melt resulting from the wave-induced sea ice fragmentation. We ﬁnd that, locally in the MIZ, the ocean surface waves can affect the sea ice drift and melt, resulting in signiﬁcant changes in sea ice concentration and thickness as well as sea surface temperature and salinity. Our results highlight the need to include wave–sea ice processes in models used to forecast sea ice conditions on short timescales. Our results also suggest that the coupling between waves and sea ice would


Introduction
Numerical models exhibit large biases in their representation of Arctic sea ice concentration and thickness, regardless of their complexity or resolution (Stroeve et al., 2014;Chevallier et al., 2017;Wang et al., 2016;Lique et al., 2016). Comparing 10 reanalyses based on state-of-the-art ocean-sea ice models against observations, Uotila et al. (2018) found that model biases were the largest in the marginal ice zone (MIZ). Indeed, the MIZ is characterized by a wide variety of processes resulting from the highly non-linear interactions between the atmosphere, ocean and sea ice: sea ice floe fragmentation and welding, lead opening and associated heat transfers, and mesoscale and submesoscale features arising from strong temperature and salinity gradients (see Lee et al., 2012, for a review and references therein), and many of these processes are only crudely (if at all) taken into account in models. Some of these processes, sea ice fragmentation in particular, result from interactions between ocean surface waves and sea ice and are thought to be key for the dynamics and evolution of the MIZ . These interactions are the focus of the current paper.
Sea ice in the Arctic has been drastically receding over the past few decades (Comiso et al., 2017), resulting in an expansion of the MIZ in summer (Strong and Rigor, 2013), which is expected to intensify in the future . This provides an expanding fetch for waves to grow and propagate (Thomson and Rogers, 2014;Waseda et al., 2018), suggesting an overall increase in wave heights in the Arctic (Stopa et al., 2016). Once generated, waves can then propagate into sea ice, strongly impacting both dynamical and thermodynamical sea ice properties in the MIZ through different mechanisms (Asplin et al., 2012). First, observations suggest that waves determine the shape and size of the sea ice floes in the MIZ, through the fragmentation occurring when the ice cover is deformed (Langhorne et al., 1998) or by controlling the formation of frazil and pancake ice (Shen and Published by Copernicus Publications on behalf of the European Geosciences Union. Ackley, 1991). Wave-induced sea ice fragmentation is also expected to affect lateral melt , heat fluxes between ocean and atmosphere (Marcq and Weiss, 2012), and sea ice drift in the MIZ (McPhee, 1980;Feltham, 2005;Williams et al., 2017). When breaking in the MIZ, waves can generate turbulence in the mixed layer (Sutherland and Melville, 2013), possibly affecting the rate of ice formation or melting by modulating heat fluxes between the ocean, the sea ice and the atmosphere. Observations conducted during a storm in October 2015 in the Beaufort Sea have, for instance, revealed that storm-induced waves can lead to an increase in surface mixing and an associated heat entrainment from the upper ocean, resulting in large melts of pancake ice . Finally, waves transport momentum, and therefore, when they are attenuated in the MIZ through reflection or dissipation, part of their momentum goes into sea ice. This process, called wave radiation stress (WRS; Longuet-Higgins and Stewart, 1962;Longuet-Higgins, 1977), acts as a force that pushes the sea ice in the direction of the propagation of the attenuated waves. This force is a dominant term in the ice momentum balance in the Southern Ocean MIZ (Stopa et al., 2018b), and it may become more prominent in the Arctic in the future. In return, sea ice strongly attenuates waves propagating in the MIZ, either by dissipative processes (e.g. under-ice friction, inelastic flexure, floe-floe collisions) or by conservative processes (e.g. scattering; Squire, 2018).
Several recent efforts in the modelling community have been focused on the impact of sea ice on waves (Dumont et al., 2011;Williams et al., 2013;Montiel et al., 2016), leading to the development of wave models accounting for the presence of sea ice . By prescribing sea ice conditions, these models are able to accurately reproduce the time and space variations in wave heights in sea ice retrieved from recent field observations (Kohout et al., 2014;Thomson et al., 2018;Cheng et al., 2017) and innovative processing of synthetic-aperture radar (SAR) satellite observations (Ardhuin et al., 2017). The good agreement with the observations also suggests a proper representation and quantification of wave attenuation and propagation in sea ice in these models Rogers et al., 2016;Ardhuin et al., 2018). Yet, in this case, sea ice conditions are only a forcing and thus not affected by waves. This means that these models cannot realistically represent the fate of the sea ice floes once broken by waves, as they do not account for advection, melting and refreezing processes. A first step towards the representation of wave-sea ice interactions was made by Williams et al. (2013) and Boutin et al. (2018), who included in their respective models a floe size distribution (FSD) that evolves depending on the sea state. However, considering only sea ice fragmentation is not sufficient for representing the full complexity of wave-sea ice interactions.
In parallel, progress has also been made regarding the inclusion of the effects of waves in coupled ocean-sea ice models. Using a very simple parameterization, Steele et al. (1989) and Perrie and Hu (1997) have investigated the ef-fect of WRS on sea ice drift in the MIZ, only considering the attenuation of waves generated between the ice floes, and found a limited impact on the sea ice conditions. More recently, Williams et al. (2017) implemented a wave module in the semi-Lagrangian sea ice model neXtSIM (Rampal et al., 2016) and found that high-wave conditions can cause a significant displacement of the sea ice edge. The implementation of FSDs in different sea ice models, as introduced by Zhang et al. (2015) and Horvat and Tziperman (2015) for instance, has also opened the way to the assessment of the potential enhancement of lateral melt by wave-induced ice fragmentation (Zhang et al., 2016;Bennetts et al., 2017;Roach et al., 2018b;Bateson et al., 2019), but the representation of waves remains too simple to simulate the full effect of waves on the evolution of sea ice.
In the present study, we go beyond simply forcing a wave model with sea ice properties, or conversely forcing a sea ice model by wave properties, by proposing a full coupling between a spectral wave model and a state-of-the-art sea ice model. The coupled framework allows us to investigate the interactions between waves and sea ice in the Arctic and the impact that including these effects in a model has on the representation of the waves, ocean and sea ice properties in the Arctic MIZ. We focus in particular on two aspects of these interactions: firstly the effect of including the WRS, computed by the wave model, in the sea ice model and secondly the wave-induced sea ice fragmentation and its effects on lateral melt through the addition of an FSD in the sea ice model. The remainder of this paper is organized as follows. The different models and configurations used in this study are described in Sect. 2. Section 3 is devoted to the theoretical and practical implementation of the coupling between the two models. In Sect. 4, we compare two pan-Arctic simulations: one for which the coupling between wave and sea ice is implemented and one with the ocean-sea ice model run on its own. Our objective is to quantify the dynamical and thermodynamical impacts of the coupling on the sea ice and ocean surface properties. A summary and conclusions are given in Sect. 5.

Methods
In this study we make use of the spectral wave model WAVE-WATCH III ® (hereafter WW3; WAVEWATCH III ® Development Group, 2016), building on the previous developments by Boutin et al. (2018), who included an FSD in WW3 as well as a representation of the different processes by which sea ice can affect the propagation and attenuation of waves in the MIZ. These processes are scattering (which redistributes the wave energy without dissipation), friction under sea ice (with a viscous and a turbulent part depending on the wave Reynolds number) and inelastic flexion. All these processes depend on sea ice thickness and concentration, and scattering and inelastic flexion also depend on floe size.
We also use the sea ice model LIM3 (Vancoppenolle et al., 2009;Rousset et al., 2015), in which an FSD is first implemented as described in Sect. 3.2. The model includes a standard elasto-visco-plastic rheology (Hunke and Dukowicz, 1997), using the stress tensor formulation of Bouillon et al. (2013) adapted for the C-grid used in the model. The ice strength is determined following Hibler III (1979), with the ice strength P following P = P * h e C(1−c) , where P * = 20 000 N m −2 and C = 20 are empirical positive parameters, and h is the cell-average sea ice thickness. The plastic failure threshold lies on an elliptical yield curve, with the eccentricity set to 2. The number of sub-time-steps used to solve the momentum equation is set to 120. The two models are coupled through the coupler OASIS-MCT (Craig et al., 2017). Two configurations of different complexities are used in the following and briefly described in the remainder of this section.

Idealized configuration
In order to test and illustrate the effect of the coupling (Sect. 3), we make use of a simple idealized configuration (see Fig. 1), in which LIM3 is used in a stand-alone mode (without any ocean component). The configuration is a squared domain with 100 by 100 grid cells, with a resolution of 0.03 • in both directions (corresponding roughly to 3 km). Both models are run on the same grid with the same time step set to 300 s. The coupling time step is also set to 300 s. The sea ice is forced solely by waves, without prescribing any wind or ocean currents. Following Boutin et al. (2018), the simulation starts at rest, with distributions of sea ice concentration ( Fig. 1a) and thickness (Fig. 1c) set to represent roughly the conditions that can be found in the MIZ. Starting from the western border, the domain is free of ice over the first 10 km, after which the ice concentration c increases linearly from 0.4 to 1 about 90 km further eastward (longitude is 0.84 • E). Ice thickness also increases from west to east following h i = 2(0.1 + e −N x /20 ), where N x is the number of grid cells in the x direction starting from the western border of the ice-covered domain. Waves radiate from part of the western border of the domain, between 1.2 and 1.8 • latitude, and propagate to the east. The wave spectrum used as forcing at the boundary is extracted at a point south of Svalbard from an Arctic hindcast performed with WW3 described by Stopa et al. (2016). It covers the period of 2 and 3 May 2010, during which a storm occurred in this particular area (Collins et al., 2015). Here we rotate the spectrum so that the direction with the largest density of wave energy is lined up with our x axis. Simulations start on 30 April, at 02:00 GMT, and the attenuation processes (scattering, bottom friction and inelastic flexion dissipation) use the same parameterization as in the reference simulation described by Ardhuin et al. (2018).

Pan-Arctic configuration
We also make use of the CREG025 configuration (Dupont et al., 2015;Lemieux et al., 2018), which is a regional extraction of the global ORCA025 configuration developed by the Drakkar consortium (Barnier et al., 2006). Although the coupling is solely between LIM3 and WW3, the configuration here also includes the ocean component of NEMO 3.6 (Madec, 2008). CREG025 encompasses the Arctic and parts of the North Atlantic down to 26 • N and has 75 vertical levels and a nominal horizontal resolution of 0.25 • ( 12 km in the Arctic). Both NEMO-LIM3 and WW3 are run on the same grid. Initial conditions for the ocean are taken from the World Ocean Atlas 2009 climatology for temperature and salinity. The initial sea ice thickness and concentration are taken from a long ORCA025 simulation performed by the Drakkar consortium. Along the lateral open boundaries, monthly climatological conditions (comprising sea surface height, 3-D velocities, temperature and salinity) are taken from the same ORCA025 simulation. Regarding the atmospheric forcing, we use the latest version of the Drakkar forcing set (DFS 5.2, which is an updated version of the forcing set described in Brodeau et al., 2010). The choices regarding the parameterization of the wave-ice attenuation are following the ones made in the REF simulation by Ardhuin et al. (2018). The ice flexural strength has however been increased from 0.27 to 0.6 MPa, which is the highest value used in Ardhuin et al. (2018). This choice makes sea ice harder to break and has been made to compensate for the fact that no lateral growth of sea ice is included in our coupled framework.
Three simulations are performed. First we run a simulation based solely on NEMO-LIM3 (referred to as NOT_CPL), covering the period from 1 January 2002 to the end of 2010, in which the already-existing lateral-melt parameterization in LIM3 is activated. The first years of the simulations are allowing for the adjustment of the ocean and sea ice conditions, and we only analyse results from August and September 2010. During that period, the sea ice extent reaches its annual minimum, providing some fetch for the generation of waves, in particular in the Beaufort Sea. The model sea ice extent during the summer of 2010, and more generally the distribution of the sea ice concentration, compares reasonably well with satellite observations (not shown). Note that this period includes a drop in sea ice concentration in the central Arctic, found both in model results and in satellite observations, that has already been documented by Zhao et al. (2018) and attributed to an enhancement of ice divergence in this region in this particular year. This specific period has also been selected as it includes a few storm events, so extreme wave conditions can be investigated. Another simulation (CPL) is initialized from NOT_CPL on 1 August 2010 and run until 9 September 2010. After this date, sea ice extent starts to increase again, and, as our FSD does not allow for the refreezing of sea ice floes, we cannot realistically represent the processes at play during this period.  Finally, we run a simulation over the same period, based solely on WW3 (referred to as WAVE), in which the wave model is forced by sea ice conditions from the NOT_CPL simulation. In order to allow for some spin-up for the waves to develop and break the ice, we exclude the first 3 d from the analysis. In the following, all the results are for the 37 d period between 4 August and 9 September 2010.
3 Implementation of the coupling between the wave and sea ice models The objective of this section is to present the theoretical background and the practical implementation of the coupling between LIM3 and WW3. Figure 2 shows the principle of the coupling and the variables that are exchanged between the two models. Briefly, LIM3 sends the sea ice thickness, concentration and maximum floe size (estimated from the newly implemented FSD) to WW3. This maximum floe size, referred to as D max , represents the largest size of floes remaining after the fragmentation event. These quantities are used by WW3 in order to estimate the wave attenuation and waveinduced sea ice fragmentation. Note that, in general, we refer to sea ice thickness as the cell average of the sea ice thickness distribution g h used as a state variable in LIM3. In the coupling, we actually exchange the ice-cover average sea ice thickness, although this choice does not significantly affect our results. WW3 then returns the WRS to LIM3, as well as the updated maximum floe size if fragmentation has occurred. The occurrence of fragmentation is thus determined in the wave model, depending on the wave conditions (see Boutin et al., 2018). In LIM3, we assume wave-induced fragmentation results in a truncated power law defined for floe sizes up to the maximum floe size estimated in WW3. LIM3 takes into account the WRS in its ice transport equation and advects the sea ice and its FSD, which is defined as an areal In the following, we describe in more detail the modifications that have been carried out in LIM3 and WW3 in order to couple them and how variables are exchanged between the two models. The coupling allows a new formulation for the sea ice lateral melt in LIM3 (Sect. 3.3).

Wave radiation stress
Waves transport momentum, and, when they are attenuated by either dissipation or reflection, this momentum is transferred to what has caused this attenuation (Longuet-Higgins, 1977). In the case of sea ice, this momentum loss thus acts as a stress that pushes sea ice in the direction of attenuated waves. Following the study of Williams et al. (2017), in which a WRS was implemented in neXtSIM, the WRS τ w,i is computed as where ρ w is the water density; g is gravity; ω, θ and k are, respectively, the radial frequency, direction and wavenumber of waves; and S ice (x; ω, θ ) is the source term (negative by convention in WW3) corresponding to wave attenuation by sea ice at a given position. Once estimated by WW3, the WRS is then sent to the sea ice model and added as an additional term in the momentum equation of LIM3 (Rousset et al., 2015): (2) in which m is the total mass of ice and snow per unit of area; u is the ice velocity vector; σ is the internal stress tensor; f is the Coriolis parameter; k is a unit vector pointing upwards; η is the sea surface elevation; c is the sea ice concentration; and τ a and τ o are the atmospheric and oceanic stresses, respectively. In contrast to τ a and τ o , τ w,i does not need to be multiplied by c, as the wave attenuation estimation in WW3 (and hence the WRS) is already scaled by the sea ice concentration to account for the partial sea ice cover. Figure 1 illustrates the effect of the implementation of the WRS in our simple model. Here, the sea ice thermodynamics are switched off so that we only simulate the effect of waves pushing sea ice. Under the action of waves, the sea ice edge shifts eastward, resulting in an increase in the sea ice concentration (panel b). As the sea ice near the sea ice edge is compacted, it creates a sharp gradient in sea ice concentration and thickness (panels b, d). When comparing panels (e) and (f), it is clear that wave attenuation also responds to this change in the sea ice properties: waves tend to penetrate further eastward when the sea ice edge retreats to the east but are then attenuated faster in the compacted sea ice.

Floe size distribution and sea ice fragmentation
As mentioned earlier, waves can break sea ice and thus impact the sea ice floe size. It is therefore necessary to exchange parameters defining the FSD between the two models. An FSD has been previously implemented in WW3 by Boutin et al. (2018) and is used to estimate the wave attenuation due to inelastic flexure and scattering. Following the work by Toyota et al. (2011) and Dumont et al. (2011), we assume that the FSD in WW3 follows a truncated power law between a minimum floe size, D min , and a maximum floe size, D max . D min corresponds to the minimum floe size that can be generated by waves and is of the order of O(10 m), while D max depends on the local wave properties and is used to estimate the level of sea ice fragmentation. As D min is assumed to be constant in WW3, the FSD in the wave model is thus only a function of D max . Ideally, WW3 would therefore send the value of D max to the sea ice model, where it would be advected and updated due to the effects of thermodynamical and mechanical processes and then sent back to WW3. Yet, D max is not an area-conserved quantity and therefore cannot be advected as a tracer . Instead, we thus choose to define an FSD in LIM3, from which a maximum floe size can be estimated and then sent to the wave model.
There is no FSD included in the standard version of LIM3. However, recent work by Zhang et al. (2015) and Horvat and Tziperman (2015) has proposed ways to implement an FSD in sea ice models, following what is done for the sea ice thickness distribution (which is a state variable of any multicategory sea ice model). In their study, Horvat and Tziperman (2015) use a joint thickness and floe size distribution in order to represent the evolution of sea ice floes affected by a great variety of processes not necessarily related to waves (e.g. welding, refreezing, ridging). The approach by Zhang et al. (2015) is simpler and computationally cheaper, as it assumes that all floes of a given size have the same ice thickness distribution, allowing the FSD to be treated independently of the sea ice thickness distribution. To do so, they hypothesize that the FSD mostly results from the fragmentation of large unbroken floes randomly yielding floes of any size smaller than the original ones. In this study, we choose to follow the simpler approach of Zhang et al. (2015), as we only consider the effects of wave-induced sea ice fragmentation and lateral melt on the FSD evolution, and our formulation of lateral melt does not depend on sea ice thickness (see Sect. 3.3). Therefore, we can consider the distribution of sea ice thickness and floes independently, defined, respectively, as h being the sea ice thickness and D being the caliper diameter of the floes as defined by Rothrock and Thorndike (1984). In these definitions, A is the total area considered, and a h and a D are the areas within A covered by sea ice with thickness between h and h + dh and floes with diameters between D and D + dD, respectively. The evolution of the FSD depends on sea ice advection, thermodynamics and mechanical processes and is given by in which u corresponds to the sea ice velocity vector; th is a redistribution function of floe size due to thermodynamic processes (i.e. lateral growth and melt); and m is a mechanical redistribution function associated with processes like fragmentation, lead opening, ridging and rafting. In our implementation, the only processes affecting the FSD are lateral melt and sea ice fragmentation. Other processes driving the evolution of the sea ice concentration do not modify the shape of the FSD. From a technical point of view, the FSD in LIM3 is implemented as an areal distribution divided into floe size categories. It is advected in the same way as other sea ice tracers like sea ice concentration or thickness.
In their sea ice model neXtSIM, Williams et al. (2017) have also implemented an FSD but in a different way than Zhang et al. (2015). Indeed, they assume that the FSD follows a truncated power law between a minimum and maximum floe size, similar to the assumption made in WW3. Thus, in their model, the FSD always obeys a power law with a constant exponent and only evolves when sea ice fragmentation results in a reduction of the maximum floe size. Here we combine the approaches of Zhang et al. (2015) and Williams et al. (2017) and implement an FSD in LIM3 that evolves following Eq. (7) but that also undergoes a redistribution after each fragmentation event that makes it tend towards the power law assumed in WW3. Thus, in contrast to Williams et al. (2017), we do not make any assumption about the shape of the FSD in general, but, just as they do, we assume that after being fragmented by waves, the FSD follows a power law with a maximum floe size that depends on the local sea state. Our implementation only differs from the one carried out by Zhang et al. (2015) in the way we have implemented the redistribution: instead of assuming that the broken sea ice is redistributed uniformly among the smaller floes after each fragmentation event (that actually quickly tends towards a power-law distribution with a varying exponent depending on the wave state in their study), we assume that wave-induced fragmentation results in a truncated power law with a constant exponent defined for floe sizes up to the value of D max received from WW3, under the constraint of conservation of area. As a result, the FSD resulting from fragmentation in LIM3 is the same as the one assumed in WW3, ensuring coherence between the two models. The exponent of the truncated power law corresponds to a value of about −1.85 for the cumulative-number-of-floes distribution, which is the distribution generally used to represent the FSD in the scientific literature (e.g. Toyota et al., 2011;Herman et al., 2018). This value originates from the parameterization of wave-induced fragmentation by Dumont et al. (2011) and is the one used in WW3 by Boutin et al. (2018). This redistribution is instantaneous in LIM3, which we justify by the fact that fragmentation is a violent process that can completely change an FSD on timescales of a few minutes to a few hours (see Collins et al., 2015, for a description of such an event). Note that the redistribution of the FSD due to fragmentation transfers sea ice from large floes to smaller floes. Combined with lateral melt, a process that also reduces the floe size, the action of waves in our model always reduces the floe size. The details of the mechanical redistribution function m are mostly following what has been proposed by Zhang et al. (2015) and are given in Appendix A. Now that both models include an FSD, the two models can be coupled in order to represent the effect of the waveinduced sea ice fragmentation, the occurrence of which in LIM3 is determined depending on information provided by WW3. As mentioned earlier, sea ice fragmentation in WW3 is determined by local wave properties, and fragmentation events result in an update of the maximum floe size D max which controls the FSD. It is thus logical to define a similar parameter D max,LIM3 from the FSD of LIM3 that ideally equals the value of D max in WW3. However, estimating D max,LIM3 is not straightforward. Indeed, our FSD implementation requires not only that D max,LIM3 corresponds to the upper limit of the power law followed by the FSD in both WW3 and LIM3 but also that D max,LIM3 can evolve with the deviations of the FSD in LIM3 from this power law under the effects of sea ice advection and thermodynamics. Calling g D,P.L the distribution corresponding to an FSD following the assumed power law, we thus define D max,LIM3 as the greatest value of D for which the following condition ap- in which k D max is an ad hoc parameter allowing the value of D max,LIM3 to remain unchanged when the FSD slightly deviates from the assumed power law (after lateral melt or advection for instance). Setting k D max to equal 1 results in an immediate reduction of D max if there is a negligible reduction in the proportion of large floes in the FSD after a fragmentation event (when lateral melt occurs for instance). This can be problematic, as reducing the value of D max during a fragmentation event allows for the wave to propagate further, generating more fragmentation. Values of k D max between 0.5 and 0.8 allow for little variation in the FSD while keeping the same value of D max , thus giving more weight to fragmentation than to other processes in the estimation of D max . Overall the choice of k D max in this range does not significantly affect our results. In the following, k D max is set to 0.5. Floes that have never been broken by waves have no physical reason to follow this truncated power law. In practice, if we consider a discrete number N of floe size categories, the Nth category should represent these unbroken floes, with a different condition to set the value of D max,LIM3 to D N (the upper size limit of this category). We thus consider sea ice in a grid cell as unbroken only if most of its floes belong to this N th category, so D max,LIM3 = D N only if g N > 0.5c, g N being the value of the FSD function associated with the Nth category and c being the total sea ice concentration.
In all of our simulations, sea ice is initialized as unbroken everywhere so that g N = c, and D max,LIM3 = D N . As soon as wave-induced fragmentation occurs, D max,LIM3 is updated. To do so, the received value of D max is rounded up to the upper limit of the category it lies in. D max,LIM3 is therefore slightly greater than the value received from WW3, with an error that depends on the width of its associated floe size category.
Tests with the simplified domain were also performed with different numbers and widths of floe categories to investigate the sensitivity of the results to those parameters. This sensitivity remains very small as long as the widths of the categories are smaller than 10 m and the categories cover a range of floe sizes larger than 300 m. In the following, we use N = 60 floe size categories that we define as follows: -A first category corresponds to the sea ice floes that are already broken but cannot be broken anymore (D 0 = 8 m, D 1 = 13 m). D 0 represents the smallest floe size possible in the model and is set to 8 m in order to agree with the minimum floe size used in LIM3 to estimate lateral melt from the formula by Lüpkes et al. (2012). D 0 is also on the same order as the size of the smallest floes that can be generated by wave-induced fragmenta-tion (Mellor, 1986) and therefore is an acceptable value for the lower limit D min that the truncated power law is assumed to follow after wave-induced fragmentation.
-A last category represents unbroken floes (D N −1 = 298 m, D N = 1000 m). This value of D N = 1000 m is set as it is 1 order of magnitude higher than the floe size generated by waves (Toyota et al., 2011).
We evaluate the effect of this part of the coupling between WW3 and LIM3, as well as the robustness of the implementation of the FSD in LIM3, by looking at the same two simulations in our idealized configuration as presented in Fig. 1 and comparing an uncoupled WW3 simulation with a coupled WW3-LIM3 simulation (Fig. 3). Sea ice thermodynamics are switched off in the WW3-LIM3 simulation. In the uncoupled WW3 simulation, D max evolves depending on the sea state, but sea ice thickness and concentration are constant. In the WW3-LIM3 coupled simulation, sea ice properties are all evolving as sea ice is pushed by the WRS, and the FSD is advected in LIM3. The comparison between D max estimated from the WW3 simulation and D max,LIM3 from the coupled simulation is shown in Fig. 3a-c. The pattern of broken sea ice is broadly similar in the two simulations (Fig. 3a, b), despite the sea ice retreat due to the WRS in the coupled case. Differences in D max (Fig. 3c) follow the wave height differences already commented on in Fig. 1e and f. Indeed, the retreat of the ice edge due to the WRS allows for waves to propagate further with less attenuation, thus involving more sea ice fragmentation and a lower maximum floe size close to the open ocean in the coupled simulation. Further east in the MIZ, the sea ice compacted by the WRS effect generates stronger wave attenuation and thus less sea ice fragmentation and a larger maximum floe size when compared to the uncoupled simulation. Both effects partly compensate for each other, so the shift in the ice edge position has little effect on the spatial extent of broken ice. Figure 3d shows the FSD at two locations in the domain. At both locations, the distribution of ice-covered area within the different categories agrees very well between LIM3 and the truncated power law assumed in WW3. The area covered by floes of the smallest possible size in LIM3 is nevertheless greater than it would be if the FSD was exactly following the truncated power law. This is because floes that have been broken down into the smallest possible size do not contribute to the redistribution (see Appendix A) and accumulate in this category since no lateral growth occurs. Note that a coupled simulation in which advection had been deactivated was also run to ensure that, in a case with unaffected initial sea ice properties, no significant discrepancies were noticeable for both significant wave height and maximum floe size between a coupled and an uncoupled simulation (not shown).

Lateral melt
A parameterization to account for the sea ice lateral melt is already implemented in LIM3. Its formulation follows Steele (1992): where c is the sea ice concentration; w lat is the lateral-melt rate, which depends on the difference between sea ice and sea surface temperatures taken from Maykut and Perovich (1987); and α is a coefficient which varies with the floe geometry. By default, α = 0.66, which is the average value of the non-circularity of floes obtained by Rothrock and Thorndike (1984). By default, D , which represents the average floe size, is a function of the sea ice concentration obtained empirically from observational data by Lüpkes et al. (2012): where β = 1 and c * is introduced to avoid a singularity at c = 1 and is defined as This relationship finds a value of D that increases very little from its minimum value (set to D 0 ) as long as the sea ice con-centration remains lower than 0.6 (see Fig. 3 from Lüpkes et al., 2012). In the following, we refer to this lateral-melt parameterization as the parameterization of Lüpkes et al. (2012), although we acknowledge that the work of Lüpkes et al. (2012) only provides a relationship between the average floe size and the sea ice concentration.
In the case of our coupled model, we estimate an FSD, and thus it makes sense to implement a parameterization of the lateral melt that depends explicitly on the FSD rather than on sea ice concentration. Following the work by Horvat and Tziperman (2015) and Roach et al. (2018b), we estimate the lateral melt as where th is the change in the FSD due to lateral melt (see Eq. 7). Note that lateral melt for floes in the unbroken category is computed assuming that all the floes have a size D of 1000 m. Note also that Horvat and Tziperman (2015) and Roach et al. (2018b) represent the evolution of the floe radius and therefore include in their equation a term they call G r , representing ∂r ∂t , the rate at which the floe radius changes due to lateral growth or melt. In our case, we represent the evolution of the floe diameter, and the rate at which it changes due to lateral growth or melt is thus equal to 2 ∂r ∂t (hence the addition of a factor of 2 in Eq. 12).
We run two simulations in which the lateral melt is estimated either from the formulation of Lüpkes et al. (2012) or by our new formulation, which accounts for the FSD that is determined by both the sea ice and the wave models (Fig. 4).
Here we only activate the lateral melt and turn off the basal and surface melt. The sea surface temperature is set constant to T = 0.3 • C. Floe size categories are the same as in Sect. 3.2. In the case of the Lüpkes et al. (2012) parameterization (Fig. 4a), lateral melt only depends on the sea ice concentration and thus follows its distribution. In the second case (Fig. 4b), lateral melt is highly constrained by both the distribution of the sea state and ice properties and is only significant where the sea ice is broken. Melt rates are overall higher when estimated from the Lüpkes et al. (2012) parameterization, mostly due to the fact that the average floe size in the uncoupled run is very close to D 0 for a wide range of concentrations. Unlike the parameterization that we propose here, the parameterization of Lüpkes et al. (2012) results in a significant lateral melt far from the ice edge, where sea ice is mostly compact and unbroken, which is likely unphysical.
We find that the results are also sensitive to the choice of D min , regardless of the parameterization used. In the case of our FSD, the sensitivity arises from the use of D min to compute the average diameter of the smallest floe size category, which is the category most affected by lateral melt. In order to quantify the sensitivity to the choice of D min , we run similar experiments to the one presented in Fig. 4, varying this time the value of D min (Fig. 5). When using the param-  . 10 and 11), the volume of sea ice melted laterally roughly doubles when D min is divided by 2 compared to the reference simulation (using D min = 8 m). In the case of our FSD, the sensitivity is still large but greatly reduced, with an increase of only 20 % in response to the same change in D min . Figure 5 also illustrates the strong differences in melted volume between the two parameterizations, with much less lateral melt when computed using the FSD developed here.

Importance of wave-sea ice interactions
In this section we compare the three simulations performed with the CREG025 configuration described in Sect. 2.2 in order to quantify the impact of the coupling on wave, sea ice and ocean surface properties. To evaluate the impact of waves in the MIZ, we first need to define the MIZ in our model. Various criteria, relying on sea ice concentration, floe size or the region where waves impact the sea ice floe size, have been previously used to delimit the MIZ (see for instance Dumont et al., 2011;Strong and Rigor, 2013;Sutherland and Dumont, 2018). Here we take the following definition based on the maximum floe size: 0 < D max < 700 m, where D max is the average of the maximum floe size over the study period. Physically, it roughly corresponds to the region where sea ice has been broken during a time period that is long enough for the average maximum floe size to become smaller than 1000 m (which is the limit between the broken and unbroken ice). Note that our results are not dependent on the definition of the MIZ.
4.1 Effect of the coupling at the pan-Arctic scale 4.1.1 Impact on the wave properties First, we examine the differences between the CPL and WAVE simulations, corresponding, respectively, to the coupled WW3-LIM3 run and a run performed with WW3 in stand-alone mode forced with sea ice properties from NOT_CPL. When looking at the differences in significant wave height H s (Fig. 6b), we find that they are small, not exceeding 15 cm on average. Moreover, the two runs exhibit similar patterns of D max , indicating that the wave-induced fragmentation is similar in the two simulations (Fig. 6d). Lo-cally, in the Barents and Greenland seas for instance, the differences in D max can be significant, due to the specific ice drift conditions in these regions. Indeed, the overall southward drift of sea ice tends to bring unbroken sea ice from the central Arctic to regions where sea ice is broken up, increasing D max in the CPL simulation. The signs of the differences in H s and D max vary regionally. This might be due to the differences in sea ice concentration and thickness as the wave attenuation in sea ice is very sensitive to sea ice properties (see for instance Ardhuin et al., 2018). Certainly, the pattern of the differences in H s between the CPL and WAVE runs is consistent with the differences in sea ice concentration and thickness between the CPL and the NOT_CPL simulations (Fig. 7), with higher waves found in regions where ice is less concentrated and thinner.

Impact on the sea ice and sea surface properties
We now focus on the effect of adding a wave component on the sea ice properties by comparing results from the CPL and NOT_CPL simulations. Figure 7 shows the pan-Arctic distribution of the sea ice thickness and concentration averaged over the 37 d considered in the CPL simulation, as well as the differences with the NOT_CPL simulation. These differences are concentrated in the vicinity of the ice edge and exhibit different signs depending on the location. Positive and negative anomalies tend to compensate for each other, resulting in weak overall differences in sea ice extent and volume when averaging over the full Arctic Basin. If we only consider the MIZ, the sea ice volume and area decrease by about 3 % and 2 %, respectively, between CPL and NOT_CPL (Fig. 8b). Locally, however, these variations can be much larger. In the MIZ of the Beaufort Sea for instance, the relative changes can be as high as 10 % for grid-cell-average thickness. There are also differences in sea surface properties between the two simulations ( Fig. 9), with average increases in sea surface temperature (SST) and salinity (SSS) in the MIZ as high as 0.5 • C and 0.8 psu locally, respectively. It is worth noting that, in contrast to the sea ice properties, the sign of the differences in SST and SSS tends to be positive, i.e. warmer and saltier in the CPL experiment compared to the NOT_CPL one.

Thermodynamical effect of the coupling
Given that there is no coupling between the ocean and the wave components, the difference in sea surface properties must arise from variations in sea ice conditions and in particular the sea ice melt, and we now investigate this further. Figure 10a and b show the total sea ice volume loss from lateral melt during the study period in the CPL run as well as the difference between this and the same quantity from the NOT_CPL run. The sea ice volume melted by lateral melt shows very similar spatial patterns in the two simulations, although it is estimated from two very different parameteri-Figure 6. Significant wave height (a) and maximum floe size (c) in the CPL simulation averaged over the period 3 August to 9 September 2010 and the differences with the WAVE simulations (b, d). The black and grey contours delimit the MIZ in the CPL simulation, defined here as 0 < D max < 700 m. Note that the sea ice conditions from the NOT_CPL run are used as forcing for the WAVE run and are thus similar in the WAVE and the NOT_CPL runs. zations (Eqs. 9 and 12) and although lateral melt estimated by the parameterization from Lüpkes et al. (2012) tends to be lower in CPL. The difference is substantial, the sea ice volume melted in the MIZ in CPL being 30 % lower than in NOT_CPL (Fig. 8a). Another signal is found in the central Arctic, while no lateral melt occurs in this region in CPL. This signal actually arises from the combination of the drop in sea ice concentration that happens in the region in August 2010 (Zhao et al., 2018) and the use of the parameterization by Lüpkes et al. (2012) to estimate floe size and resulting lateral melt in NOT_CPL. Indeed, lower sea ice concentration values correspond to estimated average floe sizes below 100 m when estimated from the parameterization by Lüpkes et al. (2012), and thus some lateral melt is triggered. In contrast, the absence of waves in the middle of the sea ice pack in CPL leaves sea ice unbroken in this region, preventing lateral melt from occurring. An average floe size of 100 m in the middle of the pack seems somewhat unrealistic and highlights the limitations of estimating the floe size using the Lüpkes et al. (2012) parameterization in pan-Arctic configurations. Absence of lateral melt in the central Arctic in CPL explains the excess in sea ice concentration when compared to the uncoupled simulation (Fig. 7b). Moreover, the fact that differences in lateral melt between the two simulations are mostly negative means that it cannot explain the regional patterns found in the distribution of sea ice property differences. Figure 10c and d show the differences in bottom and total ice melt between the CPL and NOT_CPL simulations. The spatial distributions of the differences in bottom and total ice melt are very similar, meaning that the variations in bottom melt dominate the differences in sea ice melt between CPL and NOT_CPL, although the bottom melt is computed the same way in the two simulations. This result is www.the-cryosphere.net/14/709/2020/ The Cryosphere, 14, 709-735, 2020 confirmed by rerunning a coupled and an uncoupled simulation of NEMO-LIM3 while deactivating lateral melt (not shown), which yields differences in total melt distribution almost identical to the ones presented in Fig. 10c and d. The total melted sea ice volume, once integrated over the MIZ, increases by 3 % between CPL and NOT_CPL, mainly due to the larger volume of sea ice melted laterally in NOT_CPL (Fig. 8a). In parallel, bottom melt slightly decreases by 1 % between these two simulations. This result masks the fact that the regional differences of total melt are dominated by bottom melt. An explanation is that bottom and lateral melt both depend on the available heat in the surface layer, either directly for bottom melt or indirectly through lateral melt that depends on the SST. If lateral melt occurs, it removes heat from the surface layer, therefore reducing the bottom melt capacity. Conversely, if this heat is not used for lateral melt, it remains available for bottom melt. The overall decrease in bottom melt in the MIZ between CPL and NOT_CPL visible in Fig. 8a therefore mostly results from the compensation for the increase in lateral melt due to the change in parameterization, as can be seen in Fig. 10b and c. This compensation mechanism has been reported before by Tsamados et al. (2015) and Roach et al. (2018a) and also by Roach et al. (2018b) and Bateson et al. (2019), who compare two runs of the sea ice model CICE, one with the standard lateral-melt parameterization using a constant floe size of 300 m and one using an FSD (allowing floes smaller than 300 m). In our case, this compensation is strong enough, and completely deactivating lateral melt in both runs has a negligible effect on the quantity of melted ice in our simulations.

Dynamical effect of the coupling
The differences in lateral melt between the CPL and the NOT_CPL runs cannot explain the differences in sea ice and sea surface properties seen in Figs. 7 and 9. We thus investigate the impact of the WRS on the sea ice conditions and melt. Figure 10e and f show the mean directions of the wind stress and the WRS in the CPL simulation and the ratio of WRS magnitude to wind stress, respectively. This ratio is generally low, not exceeding 15% of the wind stress in the eastern Barents Sea, where the WRS reaches its highest magnitude. This is much smaller than the values retrieved from satellite observations in the Southern Ocean, where the wind stress and the WRS can be of comparable magnitude (Stopa et al., 2018a). It is also worth noting that the regions where this relative importance of the WRS compared to the wind is large do not always coincide with regions where differences in sea ice properties are significant (Fig. 7). In the Beaufort Sea for instance, there is substantially less sea ice melt in the CPL simulation than in the NOT_CPL one, although the ratios of WRS over the wind stress are only on the order of a few percent (Fig. 10f). The opposite situation is visible in the Barents Sea, where the high relative influence of the WRS does not result in a significant increase in the sea ice melt when the effect of the waves is included. Therefore, there is no direct relationship between the intensity of the WRS and the differences in sea ice and sea surface properties between the coupled and uncoupled simulations. In the Southern Ocean, Stopa et al. (2018a) found that the orientation of the WRS, which tends to be orthogonal to the sea ice edge, might explain why WRS is as important as the wind (that tends to vary in direction much more over time) in determining the position of the sea ice edge. Similarly, here, we found that the WRS is very often orientated orthogonally to the ice edge, towards packed ice. This is due to the fact that the longer waves encounter sea ice on their path, the more they are attenuated. The direction of propagating waves at a given point in sea ice is then generally imposed by the waves that have travelled the shortest distance in sea ice. This is particularly visible in some parts of the Greenland and Kara seas, where wind and wave stresses have opposite directions on average. In the Chukchi and the eastern Beaufort seas, the WRS is orthogonal to the wind stress. In contrast, in the Laptev Sea, the directions of the WRS and the wind stress roughly align and thus work together in setting the position of the sea ice edge in the CPL run. However, at the pan-Arctic scale, there is no clear relationship between the WRS direction and the differences in sea ice melt induced by the WRS in the CPL simulation.
The primary effect of the WRS is to push sea ice, modifying the intensity and the direction of the sea ice drift. This impact is significant in the MIZ, where the average sea ice drift velocity increases by 9 % between the CPL and the NOT_CPL runs (Fig. 8b). This overall increase in the sea ice velocity can be explained by the fact that both WRS and sea ice drift have a dependency on wind direction. As was the case for sea ice thickness and concentration, the distribution of the differences in sea ice drift velocity between the two simulations varies strongly depending on the region considered (not shown) but exhibits no clear relationship at the pan-Arctic scale that could explain the differences in sea ice melt induced by the WRS.
In the following we investigate in further detail the wavesea ice interactions in two regions during storms. Indeed, although the differences between the CPL and NOT_CPL run at the pan-Arctic scale remain small, it is clear that the way the waves can influence the sea ice and the ocean surface would depend on the local properties of the waves, wind, sea ice and ocean surface. We first focus on a storm event that occurred near the MIZ in the Beaufort Sea on 16-17 August 2010 (Figs. 11a-c and 12a, e). During the storm, waves and winds are oriented towards the north-west on the west side of the domain but towards the west on the east side. Wave height and wind speed reach up to 3 and 12 m s −1 (Fig. 11a, b), respectively, while they do not exceed 1 and 7 m s −1 , respectively, during the 3 d preceding the storm (not shown). Before the event, the south Beaufort Sea is ice-free, and the position of the sea ice edge (defined at the 15 % sea ice concentration contour) is highly irregular, with the presence of an ice tongue centred around 72 • N and 155 • W that is exposed upwind on its eastern side but downwind on its western side during the storm. This sea ice tongue is composed of relatively thick ice (≥ 1 m). During the storm, sea ice breaks all over the ice tongue in the western part of the domain but not further than 40 km after the sea ice edge. Both the waves and the wind stresses push the ice to the west (Fig. 11b, c), accelerating the drift that is directed north-west (Fig. 12a, c), as was already the case before the storm (not shown). The wave action is particularly effective at the location of the sea ice tongue, where the WRS has an amplitude comparable to the wind stress over sea ice (Fig. 11c). As a consequence, the sea ice drift is substantially accelerated (Fig. 12c). The effect of the waves results in large changes in the sea ice thickness pattern (when comparing the CPL and NOT_CPL runs), with a decrease on the eastern part of the tongue but an increase on the western part (Fig. 12g).
Outside of the sea ice tongue, the differences between the simulations are very small, likely because of the sharp sea ice thickness gradient opposing internal resistance to defor-  mation (Fig. 12e) and the relatively small effect of the WRS compared to the wind stress (Fig. 11c). The differences in sea ice properties around the sea ice tongue between the two runs also result in changes in SST and SSS, with increases of around 1 • C and 1 psu, respectively, on the eastern side of the sea ice tongue and a decrease of roughly the same magnitude on the western side (Fig. 13c, g). These differences arise from changes in sea ice melt, as differences in the total heat flux at the sea surface (Fig. 14a) are largely determined by bottom melt (Fig. 14b), the lateral-melt contribution being 1 order of magnitude lower in this case. On the eastern side of the sea ice tongue, waves tend to push the sea ice away from the edge in the CPL run and thus away from surface waters with a warmer SST, resulting in a smaller amount of heat in the surface layer available for bottom melt. As the sea ice melt decreases, it also reduces the amount of freshwater received by the ocean surface, resulting in higher SSS. On the western side of the south end of the ice tongue, where the sea ice is thicker in the CPL run than in the NOT_CPL one, the opposite effect happens, explaining the lower SST and SSS values. One should note that the effects of this storm are particularly strong, due to the specific conditions before the storm, with warm waters brought very close to the sea ice edge during the storm (not shown).
In our model, bottom melt arises from heat fluxes determined by two distinct processes: (i) a conductive heat flux, the intensity of which is controlled by the difference between sea ice temperature and SST, and (ii) a turbulent heat flux in the surface layer, which depends on both the SST and the shear between the sea ice and the sea surface currents. The inclusion of the WRS could in principle affect the turbulent heat flux through its effect on the sea ice drift, but it is not the case here, suggesting that the deficit of sea ice melt on the eastern side of the sea ice tongue in the CPL run is therefore due to the combination of a colder SST and sea ice reduction.

Case 2 -storm in the Barents Sea (16-17 August 2010)
The storm that we just examined in the Beaufort Sea occurred on the same date as a second and stronger storm in the Barents Sea, with wave heights of up to 5 m and southwesterly winds reaching 15 m s −1 on average over the 2 d (Fig. 11d, e). In the CPL run, waves fragment sea ice over a very large area (Fig. 12f). Similarly to what we see in the Beaufort Sea, the mean direction of propagation of the waves aligns with the direction of the wind over the ice-free ocean and is rotated orthogonally to the gradient in sea ice thickness once in the sea ice pack (Fig. 11d). The transition is however much smoother here than in the Beaufort Sea as the gradient is much weaker (Fig. 12f). In the CPL run, sea ice is drifting southward (Fig. 12b), with a slight deviation from the wind direction and speeds twice as high as in the Beaufort Sea, due to stronger winds and thinner and less concentrated sea ice. In contrast to the effects of the storm in the Beaufort Sea, the WRS in the CPL run reaches large values (Fig. 11f). Indeed, the strong storm generates high waves, inducing a WRS as large as the wind stress close to the sea ice edge where most of the attenuation takes place, although the WRS does not align with the direction of the wave propagation in ice. This is due to the low sea ice concentration in this region that allows for wave generation over a large region, even if partially ice-covered. The attenuation of these short in-icegenerated waves dominates the WRS that is therefore aligned Figure 12. Mean sea ice drift (a, b) and sea ice thickness (e, f) simulated by the CPL run during the storms that occurred in the Beaufort Sea (a, e) and in the Barents Sea (b, f) on 16-17 August 2010. Panels (c, d, g, h) show the differences for these quantities between the CPL and NOT_CPL simulations. Grey contours indicate the position of the ice edge determined from the averaged sea ice concentration (c = 0.15). The dashed black contour delimits the border between broken and unbroken ice (D max = 500 m).
with the wind direction, thus accelerating the ice drift, especially close to the ice edge (Fig. 12d).
The differences in sea ice drift between the CPL and the NOT_CPL runs also result in differences in bottom melt (Fig. 14d) and more specifically in the part associated with the turbulent heat flux (not shown). This increase in the turbulent heat flux, which occurs in the Barents Sea but not in the Beaufort Sea, can be explained by the larger ice drift velocities driven by the WRS, which intensify the shear between the sea ice and the ocean and therefore the turbulence in the surface mixed layer. The differences in sea ice drift between the two runs also result in changes in the conductive heat flux. However, in the Barents Sea, the sea ice thickness and concentrations are lower than in the Beaufort Sea, while the sea ice temperature is higher overall (not shown). This results in only moderate differences of the conductive heat flux between the CPL and NOT_CPL runs.
The differences in SST and SSS exhibit similar patterns to the differences in heat flux (Figs. 13d, h and 14c), but the magnitude of the differences is much weaker than in the Beaufort Sea, not exceeding a few tenths of a degree Celsius and practical salinity units for SST and SSS, respectively. These small differences can be explained by two causes: (i) the small differences of sea ice properties between the two www.the-cryosphere.net/14/709/2020/ The Cryosphere, 14, 709-735, 2020 simulations result in small changes in melt and (ii) the initial state before the storm is also different with higher SST and SSS in CPL (not shown). This difference in the initial state can be related to previous wave and wind conditions: low wind speeds are not sufficient to generate waves in the MIZ, implying that the WRS must be directed northward in the same direction as the propagating waves. It therefore compacts the sea ice edge and thus reduces sea ice melt in the MIZ in the CPL run. As seen in the Beaufort Sea case, this in turn leads to higher SST and SSS values in the vicinity of the ice edge.

What determines the impact of the waves?
From these two particular cases we suggest a generalization of the mechanisms by which the waves can impact the sea ice and ocean properties in the MIZ. It is based on a simple principle: if sea ice is moved towards warmer water, it tends to melt more, and vice versa. The direction of the WRS compared to the orientation of the sea ice edge is thus fundamental if we are to understand the impact of the waves. In compact sea ice, waves are quickly attenuated and the direction of the WRS is generally towards the packed ice, thus impeding part of the sea ice melt and increasing the SST and SSS (Fig. 9). In regions where the sea ice is less concen- trated and thinner, waves can be generated locally so that the WRS aligns with the wind, whose direction determines the impact of the WRS (enhanced melt for off-ice wind and reduced melt for on-ice wind). Another key factor determining the impact of the WRS on sea ice is the internal stress of sea ice (a.k.a. the rheology; see Eq. 2). The impact of the WRS is larger in regions of the MIZ where the sea ice is thin and has low concentration, as the internal stress tends to be negligible (Hibler III, 1979), making the sea ice easier to deform and to drift freely. Close to the sea ice edge in the Barents Sea for instance, the WRS in storm-induced high-wave conditions can be larger than the wind stress, strongly accelerating the sea ice drift towards the open ocean, which also results in an increase in the ice-ocean shear, enhancing the turbulent heat flux under sea ice and thus the sea ice melt.

Discussion and conclusion
The goal of this study was to examine the wave-sea ice interactions in the MIZ of the Arctic Ocean during the melt season as these processes are thought to be important for determining the sea ice conditions but are not accounted for in the state-of-the-art sea ice models. To that aim, we have developed a model framework, coupling the wave model WW3 with a modified version of the ocean-sea ice model NEMO-LIM3. The coupled model was then used to examine two aspects of the wave-sea ice interactions: (i) the impact of the WRS on the sea ice drift in the MIZ and (ii) the effects of using the wave-induced sea ice fragmentation to estimate lateral melt. The WRS tends to compact the ice edge and thus reduces the total sea ice melt in the MIZ. Yet, its overall impact on the MIZ sea ice area and volume remains limited (Fig. 8b). However, it has a visible impact on sea ice drift velocity, accelerating it by 9 %. Compared to the use of the parameterization of Lüpkes et al. (2012) to estimate the floe size used in lateral melt, our parameterization strongly reduces the amount of sea ice melted laterally. It is however mostly compensated by an increase in bottom melt, similar to what was found by Bateson et al. (2019). As a result, the effects on sea ice and sea surface properties can be locally substantial and even more substantial during storms, as illustrated by the case studies in the Beaufort and Barents seas. As the storminess in the Arctic region is expected to increase in the future , generating higher and more energetic waves more frequently (Khon et al., 2014), the wave-sea ice interactions might become a dominant signal controlling the dynamics of the MIZ. In the MIZ, waves push sea ice as they are attenuated, locally modifying the position of the sea ice edge through a modulation of the magnitude and timing of the sea ice melt, which results in significant changes in the SST and SSS. Although the impact at the pan-Arctic scale remains limited, the case studies of storms in the Barents and Beaufort seas show how this modulation can be locally and intermittently important. Results from our simple configuration have also revealed that the WRS could strongly modulate the position of the sea ice edge. Yet, except very locally in response to G. Boutin et al.: Towards a coupled model to investigate wave-sea ice interactions strong storms, the position of the pan-Arctic sea ice edge simulated by our realistic configuration appears to be insensitive to the effect of the wave. This is likely because the position of the sea ice edge in an ocean-sea ice model is primarily determined by the atmospheric forcing and the bulk formulae and is in particular strongly tied to the position of the sea ice edge in the atmospheric reanalysis (Chevallier et al., 2017). The effects of the waves on sea ice simulated by our coupled model are likely underestimated and should be reassessed in future studies based on a fully coupled model that includes an atmospheric component.
We have also tested two parameterizations of the lateral melt, based either on wave-induced fragmentation information or solely on a scaling between the size of the floes and the sea ice concentration, following Lüpkes et al. (2012). We first acknowledge that the effect of our lateral-melt parameterization depends strongly on the FSD and hence on the choices and assumptions made regarding its implementation. For instance, our redistribution scheme associated with sea ice fragmentation assumes that successive fragmentation events lead to a power-law FSD. This assumption is made based on the observations analysed by Toyota et al. (2011) that only sample a small area in time and space, and their findings may not be applicable globally. More generally, Roach et al. (2018b) recommend avoiding forcing the shape of the distribution, as the analysis of observations has revealed that FSDs do not always follow power-law distributions (e.g. Inoue et al., 2004). They (i.e. Roach et al., 2018b) foster the use of alternative approaches, such as the one developed by Horvat and Tziperman (2015). However, results from laboratory experiments focusing on the fragmentation of sea ice by waves by Herman et al. (2018) indeed suggest power-law distributions for the smallest floe sizes generated, similar to what was found by Toyota et al. (2011) for the small-floes regime. This justifies the choice made in the present study. More generally, large uncertainty remains regarding the key parameters governing the FSD redistribution (coming from waves or sea ice properties), and more dedicated observations will be needed in the future to better constrain the FSD in models.
Regardless of the choices made for the implementation of the FSD, the effect of the lateral melt for both formulations remains limited as any change in lateral melt tends to be compensated for by an opposite change in bottom melt. The effect might however become more important if longer simulations were performed. Indeed, Zhang et al. (2016) found that, over a year, the lateral melt could significantly affect the sea ice thickness. In their case, an FSD-based parameterization was used (similar to the one we introduced in our coupled model), but the effect of the wave-induced fragmentation on the FSD was only crudely parameterized, resulting most likely in an overestimation of lateral melt in the central Arctic (as this is the case when using the parameterization of Lüpkes et al., 2012). Adding an FSD to their sea ice model, Roach et al. (2018b) found a large impact on sea ice concentration in the MIZ and sea ice thickness everywhere in the Arctic after 20 years of simulation and suggested that the differences found in the central Arctic result from a redistribution of the heat used for lateral melt instead of bottom melt, similar to what happens in our model over a shorter timescale. One should also remember that the studies of Zhang et al. (2016) and Roach et al. (2018b) aimed to represent the evolution of floes with sizes ranging from a few centimetres to roughly 1 km on long timescales, whereas we focus on the important processes for wave-sea ice interactions and make the assumption that unbroken floes have a uniform floe size set to 1000 m. Therefore we do not expect any impact of the lateral melt in regions that are not impacted by waves. Note also that we evaluate the impact of changing the lateral-melt parameterization by comparing two simulations for which lateral melt depends on a varying floe size, either deduced from the FSD or estimated from the sea ice concentration using the parameterization suggested in Lüpkes et al. (2012). It differs from Zhang et al. (2016), who compare their FSD model with a reference run without lateral melt, and from Roach et al. (2018b), who use a constant floe size of 300 m in their lateral-melt parameterization. This might partly explain the discrepancies between our respective conclusions.
Among the wave-sea ice interaction processes considered in this study, we find that the dynamical effect of the waves (the WRS) has a larger impact on sea ice conditions and sea surface properties than the modulation of lateral melt by sea ice fragmentation. Our simulations were however limited to only a few weeks during the melting season, and it is unclear if the result would hold if longer timescales were considered. In order to answer this question, we would need to implement a parameterization that accounts for the refreezing of floes, through lateral growth and welding. A first parameterization of this kind has been very recently developed by Roach et al. (2018b). We also anticipate that running a simulation over longer time periods would highlight new impacts of the WRS. Indeed, observations have revealed that heat stored during the melt season below the mixed layer can significantly affect sea ice growth the following year (Jackson et al., 2010;Timmermans, 2015). In regions where the WRS contributes to reducing the ice melt, an excess of summer heat could likely accumulate under the mixed layer, possibly modulating the future evolution of the sea ice melt and growth. Recently, Smith et al. (2018), for instance, observed that a large amount of heat stored under the mixed layer could be released to melt sea ice during a storm. The significant changes in SST and SSS found locally over 37 d also highlight that wave-sea ice interactions should be considered when trying to forecast the Arctic sea ice conditions on short timescales (up to a few weeks), as these surface ocean changes can greatly affect melting and refreezing conditions.
The coupling developed in this study marks a valuable new step towards an improved representation of waves and sea ice interactions in models, which might improve the representa-tion of the dynamics in the MIZ. Yet, our coupling relies on a number of assumptions, which are most likely leading to an underestimation of the impact of the waves on the ocean and sea ice conditions. For instance, in our coupling, the sea ice rheology is unaffected by fragmentation, which is unlikely to be the case in reality (McPhee, 1980). Moreover, the sea ice model used here does not retain any memory of the past sea ice conditions, while waves would most likely have a different effect on sea ice that has been previously broken (Langhorne et al., 1998). Developing a similar coupling using a model that considers a state variable accounting for the previous sea ice conditions (such as in the neXtSIM sea ice model; Rampal et al., 2016;Williams et al., 2017) would probably reveal new mechanisms via which waves can modulate the ocean and sea ice conditions in the MIZ.
Finally, the coupling we have developed here also only considers the interactions between waves and sea ice, without any direct coupling with the ocean and the atmosphere. Yet, we know that wave dissipation would also likely impact the mixed layer, by enhancing turbulence (Couvelard et al., 2019), and eventually modulate the rate of sea ice melt and formation (Martin and Kauffman, 1981;Rainville et al., 2011;Lee et al., 2012;. Similarly, the effect of the waves is probably dampened due to the lack of feedbacks with the atmosphere (Khon et al., 2014). Future coupling should include some of these features in order to fully capture the complexity of the MIZ dynamics.
G. Boutin et al.: Towards a coupled model to investigate wave-sea ice interactions Appendix A: Floe size redistribution in the sea ice model LIM3 Here we provide the details of the calculation and implementation of the FSD and in particular of the mechanical redistribution function m that accounts for processes such as sea ice fragmentation, lead opening, ridging and rafting. Following Zhang et al. (2015), m can be divided into three terms as m = o + r + f , where o represents the creation of open water, r represents sea ice ridging and rafting, and f represents the wave-induced floe fragmentation. Here we compute o and r in a similar way to Zhang et al. (2015), assuming that all the floes of different sizes have the same ice thickness distribution so that changes in sea ice concentration due to open water creation or ridging affect all floes equally. As a result, the shape of the FSD and its evolution are independent from these two terms.
Assuming that, in a given grid cell, sea ice fragmentation does not induce any change in the sea ice concentration, f can be written as (Zhang et al., 2015) where D is the floe size, Q(D) is a redistribution probability function characterizing which floes are going to be broken depending on their size and β(D , D) is a redistribution factor quantifying the fraction of sea ice concentration transferred from one floe size to another as fragmentation occurs. Thus f is used to transfer sea ice concentration from large floes to smaller floes. To ensure the conservation of sea ice area during fragmentation, β must respect (Zhang et al., 2015) ∞ 0 β(D , D)dD = 1. (A2) In the absence of a wave model to simulate the sea state, Zhang et al. (2015) defined β so that it uniformly redistributes the sea ice concentration of the large broken floes into the smaller floe size categories of the FSD. Their redistribution probability function Q(D) thus assumes that a constant fraction of the sea ice cover is broken by waves during each fragmentation event. Their definition of Q(D) also ensures that larger floes contribute more to the redistribution than smaller floes. In our coupled model, sea ice fragmentation is initially computed by WW3 (for details see Boutin et al., 2018) and accounts for the sea state variability. In WW3, the FSD resulting from wave-induced fragmentation is assumed to follow a truncated power law between a minimum (D min ) and a maximum (D max ) floe size. For consistency, the FSD in LIM3 after a given fragmentation event must follow the same power law, defined for D taken in [D min , D max ] such as, for a given floe size D * also taken in [D min , D max ], P (D > D * ) = KD −γ * , K ∈ R and (A3) where P (D > D * ) is the probability of having D > D * , and p(D) is the associated probability density. In WW3, a fragmentation event occurs if two conditions are met: (i) waves with a wavelength λ apply a strain on sea ice greater than a given threshold and (ii) λ/2, which is assumed to be the value of the new maximum floe size, is lower than the current D max value in the wave model (Dumont et al., 2011). Therefore, a fragmentation event in WW3 corresponds to a decrease in D max . As detailed in Sect. 3.2, we define a maximum floe size in LIM3, D max,LIM3 , that is compared to the value of the maximum floe size received from WW3, D max,WW3 . Initially, ice is unbroken and D max,LIM3 = D max,WW3 . If fragmentation has occurred in WW3, then we have D max,WW3 < D max,LIM3 . In this case, D max,LIM3 must be updated to the D max,WW3 value, and f must be computed so that it forces the FSD in LIM3 to match the FSD assumed in WW3.
In practice, in LIM3, we define a given number N of floe size categories, such that each floe size category n ∈ [0, N ] represents the floes with sizes in [D n−1 , D n ]. D 0 and D N are the minimum and the maximum floe size possible in the model, respectively. D N aims to represent floes that have not been broken by the waves. In WW3, the size of unbroken floes is set to 1000 m, and we thus also set D N = 1000 m for consistency. Regarding the minimum floe size resulting from wave-induced fragmentation, we set D min to 8 m, which is the value of the minimum floe size used in the parameterization of lateral melt implemented in LIM3. This value is close to choices made in previous studies (see Williams et al., 2013;Bennetts et al., 2017). If fragmentation occurs, the update of D max,LIM3 is carried out as follows: D n * −1 < D max,WW3 ≤ D n * D max,LIM3 = D n * .
Here n * is the index of the floe size category in which the maximum floe size received from the wave model lies. D max,LIM3 , the maximum floe size in the sea ice model, is thus set equal to D n * , the upper bound of the n * th category.
To force the FSD to follow this power law during the computation of the mechanical redistribution term f , in LIM3 we introduce changes in the computation of β and Q(D). When using N floe size categories, the redistribution equation (Eq. A1) becomes f,n = −Q n g n + Following Zhang et al. (2015), the redistribution factor β(m, n) must respect Eq. (A2). It, β(m, n), should also allow for a switch from completely unbroken ice to a truncated power-law distribution with lower limit D 0 and upper limit D max,LIM3 if fragmentation occurs. Finally, β(m, n) must ensure that floe size can only decrease during the fragmentation. To do so, β(m, n) is defined as With this choice of β(m, n), the FSD of each floe size category n < n * is equal to the distribution function derived from the power law assumed in WW3 (g n,P.L ), given by c being the sea ice concentration. If sea ice in a given grid cell has already been broken, the FSD may have deviated from the truncated power-law distribution (due to advection or melting). If fragmentation occurs again at a later model time step, we force the FSD to be reset to the power law assumed in WW3, by adjusting the fraction of each floe size category contributing to the redistribution through the value Q n . This ensures that the FSDs in LIM3 and WW3 are identical. After a fragmentation event, D max,LIM3 is the new maximum floe size in LIM3. The sea ice contained in floe size categories associated with floes larger than D max,LIM3 is therefore entirely redistributed into smaller floe size categories by setting Q n | n>n * = 1. (A9) The smallest floe size category (i.e. D ∈ [D 0 , D 1 ]) does not contribute to the floe size redistribution, assuming that this category accounts for floes too small to be broken by waves (Toyota et al., 2011). It therefore forces Q 1 = 0. For a given floe size category n, we define g th,n as the difference between the actual and theoretical values of the FSD for this floe size category ( g th,n = g n − g n,P.L ), and the theoretical value is given by the truncated power law between D 0 and D max,LIM3 . After the redistribution of floes between categories, g th,n needs to be zero, which is achieved through the adjustment of Q n in order to obtain f,n = g th,n . The following system thus needs to be solved: f,2 = (−1 + β 2,2 )Q 2 g 2 + β 3,2 Q 3 g 3 + . . . +β n * ,2 Q n * g n * + N n>n * β n≥n * ,2 g n f,3 = (−1 + β 3,3 )Q 3 g 3 + β 4,3 Q 4 g 4 + . . . +β n * ,n * Q n * g n * + N n>n * β n≥n * ,3 g n . . . f,n * = (−1 + β n * ,n * )Q n * g n * + N n>n * β n≥n * ,n * g n .

(A11)
The constraint Q n > 0 ensures that the redistribution can only be performed towards categories containing smaller floe sizes. This constraint thus implies that, in the case where g th,n > 0, the FSD in LIM3 is reset to the truncated power law only if there is enough sea ice in large floe categories to be redistributed into smaller floe categories. Besides, setting Q 1 = 0 means that the sea ice concentration associated with the smallest floe size category is never redistributed. In the absence of lateral growth, a succession of fragmentation events leads to an accumulation of floes in this category, deviating the FSD from the theoretical power law for floe sizes between D 0 and D 1 (see Fig. 3).