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Breaking wave

A breaking wave, also known as a breaker, is an ocean wave whose becomes and collapses forward, transforming organized into turbulent motion and dissipation, typically when the horizontal velocity of particles at the exceeds the wave's speed or celerity. This arises primarily in shallow near shorelines, where shoaling causes to increase and to shorten due to interaction with the , leading to a steepness limit where the ratio of (H) to (L) exceeds approximately 1/7. In deeper , breaking can also occur through when the deep-water steepness (H₀/L₀) surpasses about 0.05, driven by wind forcing. Breaking waves are classified into several types based on the beach slope and incident wave characteristics, such as the Iribarren parameter, which relates bottom steepness to wave steepness. Spilling breakers form on gentle slopes, where the crest gradually spills foam forward over several wavelengths, dissipating energy with minimal reflection. Plunging breakers occur on moderate slopes, featuring a curling crest that plunges downward, creating high turbulence and often forming surfable tubes, with partial energy reflection and transmission. Surging breakers develop on steep shores with long-period, low-amplitude waves, sliding up the beach with little foam and over 50% reflection, while collapsing breakers represent a transitional form between plunging and surging. These phenomena play a pivotal role in coastal dynamics and ocean-atmosphere interactions, serving as the primary mechanism for dissipating wind-generated wave energy and limiting wave growth. Breaking induces in the surface layer, which mixes heat, momentum, and nutrients vertically, while also enhancing air-sea for gases like and oxygen. Additionally, breakers shape coastlines through , , and deposition, influencing morphology and nearshore ecosystems.

Overview

Definition

A breaking wave occurs in surface waves, which are oscillations at the air-water interface where serves as the primary restoring force. These waves become breakers when their height exceeds a critical threshold relative to the , causing the to become unstable and overturn or collapse under the combined effects of and . This typically develops as the wave front steepens to a vertical or overhanging profile, marking the onset of breaking. Key characteristics of a breaking wave include the rapid onset of at the wave front, often resulting in the formation of a bore or whitecap as the crest spills or plunges forward. This process transitions the wave from coherent, motion—where propagates with the wave—to dissipative , where is converted into and mixing. The systematic study of breaking waves began with George Gabriel Stokes in 1880, who analyzed the limiting configuration of waves and highlighted the critical role of steepness in deep water conditions. Stokes determined that breaking initiates when the ratio of wave height H to L surpasses approximately $1/7 (or H/L > 0.142), beyond which the wave profile cannot maintain stability without fracturing.

Significance

Breaking waves play a crucial role in oceanographic processes by driving turbulent mixing in the upper layers, which facilitates the vertical transport of , , and dissolved substances. This mixing enhances nutrient upwelling from deeper waters to the sunlit surface, supporting primary productivity in ecosystems and influencing biogeochemical cycles. Additionally, the turbulence generated by breaking waves promotes air-sea , particularly for sparingly soluble gases like CO₂ and O₂, by increasing the air-water interface area through and surface . These interactions contribute to regulation by modulating the 's capacity to absorb atmospheric CO₂ and distribute , thereby affecting patterns and circulation. In environmental contexts, breaking waves are the primary mechanism behind during storms, where intense wave action fractures the sea surface and ejects sea spray into the atmosphere. This process generates aerosols that influence , , and , with shoreline breaking particularly enhancing aerosol emissions near coastal zones. The resulting sea spray aerosols can travel far inland, impacting regional air quality and weather patterns. From a , breaking are essential to coastal dynamics, where they drive through undertows and longshore currents, shaping morphology and influencing or accretion patterns over seasonal and storm timescales. They also form the foundation of , providing the predictable, energy-rich curls that define the sport and support coastal economies. Furthermore, the released during breaking is harnessed in wave energy converters, such as shoreline devices that capture hydraulic pressure from crashing to generate , offering a with potential to power thousands of households. Quantitatively, breaking waves dissipate a substantial portion of the energy transferred from to the surface, with global estimates indicating that they account for over 50% of the approximately 57 of annual wind energy input to , primarily through deep-water breaking processes totaling around 33 .

Formation

Wave Evolution Leading to Breaking

As waves propagate from deep water toward the shore, they undergo shoaling, a process where decreasing water depth causes the waves to slow down, their to shorten, and their height to increase in order to conserve . This transformation begins when the water depth d becomes less than half the L (i.e., d < L/2), marking the transition from deep-water to intermediate-water conditions where the seabed begins to influence wave motion. In typical coastal settings, this leads to a progressive buildup of wave amplitude over distances of several kilometers, with the wave period remaining relatively constant. Once in shallower water, nonlinear effects dominate the wave evolution, causing the wave profile to steepen as the higher-velocity crests advance faster than the troughs due to nonlinear effects, where the phase speed depends on wave amplitude. This asymmetry arises because particle velocities under the crest exceed those under the trough, resulting in a forward-leaning wave front that becomes increasingly unstable. Studies of nonlinear shallow-water waves confirm that this steepening is exacerbated in regions where the (a measure of nonlinearity) exceeds unity, promoting higher harmonics and further distortion of the wave shape. External factors such as wind forcing, ocean currents, and bathymetric variations significantly modulate this evolution by amplifying wave instability. Offshore winds can enhance wave growth through momentum transfer, accelerating the onset of steepening, while opposing currents may increase effective wave height by altering relative propagation speeds. Bathymetry, including reefs or sandbars, induces rapid depth changes that intensify shoaling and nonlinear interactions, often leading to localized wave focusing and heightened breaking potential. The overall timeline of wave evolution spans from generation in deep water, where fetch-limited growth under wind action establishes initial wave fields, to nearshore transformation. In deep water (d > L/2), waves propagate linearly with minimal distortion over hundreds of kilometers; upon entering the coastal zone (typically within 5-10 km of shore), shoaling and nonlinearity drive rapid changes over 1-5 km, culminating in conditions ripe for breaking. This progression is observed in field measurements across various coastal environments, highlighting the interplay of these processes in setting the stage for wave collapse.

Breaking Criteria

Breaking waves initiate when specific quantitative thresholds in wave parameters relative to water depth are exceeded, marking the transition from stable propagation to instability. A primary steepness criterion, derived from Stokes , predicts breaking when the ratio of H to L surpasses 0.14 in deep conditions, where the water depth is much greater than half the . In shallower , Miche's extends this limit as H/L = 0.142 \tanh(kh), where k = 2\pi/L is the wave number and h is the depth; this approximates to H/h \approx 0.89 in very shallow conditions, indicating depth-induced breaking when the wave height approaches 89% of the local depth. This threshold arises from the condition where orbital velocities at the wave equal the phase speed, leading to instability. Depth-limited breaking further constrains the maximum sustainable wave height, with empirical observations confirming H_b \approx 0.78 d at the breakpoint, where H_b is the breaker height and d is the local water depth. This limit, originally proposed by McCowan for solitary waves, has been widely adopted for periodic waves in shallow water, providing a practical bound for predictions; slight variations exist, such as 0.75d in some early formulations, but 0.78d aligns with theoretical solitary wave stability analyses. Updated models incorporate nonlinearity via the Ursell number Ur = H L^2 / d^3, where Ur > 25 indicates the regime, characterized by strong nonlinearity that enhances wave steepening and increases the potential for breaking in intermediate to shallow depths, transitioning from linear to nonlinear regimes. The slope also modulates breaking thresholds, influencing the dominant breaker type without altering the core steepness or depth limits. On gentler slopes (ratios of 1:50 to 1:100), predominate as waves gradually destabilize, while steeper slopes (>1:10) promote through rapid height growth. This dependence is captured by the surf similarity parameter \xi = \tan \beta / \sqrt{H_0 / L_0}, where \beta is the slope angle, with \xi < 0.4 favoring spilling and \xi > 0.4 favoring plunging, though detailed type classifications are addressed elsewhere.

Types

Spilling Breakers

Spilling breakers are characterized by a progressive of wave energy, where the spills forward gradually over the wave face, generating a foamy, turbulent front as the top portion of the wave moves faster than the underlying water. This type of breaking produces a long, white-water zone along the advancing front, with the developing slowly across the rather than abruptly. Visually, spilling breakers appear as a gentle crumbling or spilling of the wave top, often extending over a significant offshore, and are most commonly observed on beaches with gentle slopes, typically less than 1:50 (or gradients around 0.02 or flatter). These form in intermediate to shallow water depths where wave steepness increases gradually due to shoaling, allowing the to spread laterally along the length without a sudden . The process begins with the formation of small-scale capillary waves on the leeward side of the wave , leading to a bore-like structure that evolves into widespread spilling as the wave height grows proportionally to the decreasing depth. This gradual buildup contrasts with more explosive breaking on steeper slopes, such as plunging , where the forms more rapidly. The release in spilling breakers is slow and distributed across the , involving minimal vertical plunge and primarily horizontal spilling that dissipates momentum through and production. This distributed mechanism results in lower dissipation rates compared to other breaker types, making spilling common in wind-driven seas or long-period swells approaching sandy, dissipative beaches. Examples include prevalent conditions on gently sloping sandy shores during moderate swells, such as those observed on dissipative beaches in regions like Hawaii's under non-extreme wave conditions.

Plunging Breakers

Plunging breakers are characterized by the wave crest curling over the front face, forming a distinctive tube or barrel that plunges forward and collapses onto the trough, often entraining air into a cavity beneath the overturning sheet. This dramatic motion creates a forceful cascade of water, producing explosive white foam and sometimes geysers upon impact, making them visually striking and highly sought after in surfing for their tubular rides. These breakers typically form on beaches with moderate bottom slopes, ranging from approximately 1:50 to 1:20, where shoaling causes rapid wave steepening. The overturning occurs when the horizontal particle velocity at the exceeds the wave's speed, leading to and the forward pitching of the . Energy dissipation in plunging breakers is intense and localized, primarily through generated by the impacting jet, which breaks down the organized wave energy into chaotic motion. This process often produces strong undertows as water is drawn back seaward beneath the breaking front, contributing to the formation of rip currents in the . Prominent examples include the waves at in , where plunging breakers curl over shallow coral reefs during large swells, creating hazardous yet iconic tubes. Similarly, in features world-class plunging waves on its moderately sloped point breaks during peak southern ocean swells.

Collapsing Breakers

Collapsing breakers represent an intermediate form of wave breaking, positioned between plunging and surging types, where the wave collapses vertically onto the trough without developing a pronounced forward-curling . This results in a shock-like of the wave front, producing a sudden vertical of that impacts the underlying wave surface and generates localized . Unlike spilling breakers, which dissipate energy gradually with significant foam production, collapsing breakers exhibit less but a more abrupt than surging waves, often manifesting as a near-vertical drop of the crest mass. These breakers typically form on moderately steep slopes ranging from 1:20 to 1:10, where increasing steepness and bottom lead to in the wave front, causing it to topple downward rather than or spill progressively. This transitional regime arises in environments where the similarity parameter indicates intermediate conditions, bridging the dynamics of gentler spilling and steeper plunging waves. The relation to slope aligns with established breaking criteria, influencing the precise and of the . The energy release during a collapsing breaker involves moderate turbulence generated by the falling crest, which entrains air and creates a hydraulic jump-like structure that rapidly dissipates kinetic energy into heat and mixing. This process is common in transitional beach profiles, where the interplay of wave height and bottom topography promotes such vertical collapses over gradual dissipation. Observations of collapsing breakers are prevalent on gravel or mixed-sand beaches, which often feature these intermediate slopes and variable sediment mobility.

Surging Breakers

Surging breakers occur when waves approach the shoreline and surge forward as a nearly intact bore, with the wave front steepening but without developing significant crest instability or overturning. The wave runs up the rapidly, often forming a wall of that withdraws seaward without forming a turbulent curl or jet. This type is visually distinct, appearing as a , rushing advance and retreat rather than a chaotic break, and is most common on very steep slopes greater than 1:10, where the seabed slope β exceeds 0.1. These form in reflective coastal environments with very shallow water depths near the shore, allowing the wave base to advance quickly and the crest to remain stable enough for reformation on the backwash. They typically develop from long-period swells incident on steep foreshores, where the similarity parameter ξ > 2, indicating a dominance of beach slope over wave steepness that prevents full release through . Minimal loss occurs per wave cycle, as the wave does not fully dissipate upon reaching the shore but instead reflects a significant portion of its energy seaward. Energy dissipation in surging breakers is low compared to other types, primarily occurring through bottom friction during the swash and backwash on the beach face, which allows the wave form to be preserved longer across multiple cycles. Unlike more dissipative breakers such as spilling or plunging, surging waves maintain much of their structure, leading to high reflection coefficients that can exceed 0.8 in these conditions. Surging breakers are typical on rocky or steep shingle beaches during calm to moderate conditions, such as the rocky shores of Westcombe Beach in South Devon, , or the steep, boulder-strewn coasts of like those around in .

Physics

Hydrodynamics of the Breaking Process

The hydrodynamics of the breaking process in surface waves involves complex fluid instabilities that transition from nearly irrotational to highly rotational and turbulent regimes. At the onset of breaking, instability manifests as the generation of and layers at the wave , primarily due to the nonlinear steepening of the wave profile. This leads to wave overturning, where the crest curls forward as the fluid particles at the surface begin to move faster than the underlying wave propagation. In inviscid models based on the Euler equations, breaking initiates when the horizontal fluid particle velocity at the crest exceeds the wave phase speed, marking the kinematic criterion for . A related dynamic criterion, proposed by (1985), states that breaking occurs when the downward acceleration of fluid particles at the crest exceeds . As breaking progresses, turbulence generation becomes dominant, characterized by the formation of a and the development of a surface roller. In plunging breakers, the overturning crest forms a forward-propagating that impinges on the preceding surface, creating intense and concentrations. fields in this region exhibit peak speeds in the jet reaching up to 2-3 times the phase speed, driving rapid mixing and energy transfer to smaller scales. The roller involve organized vortical structures that evolve into broadband , with coherent eddies contributing to the overall reversal beneath the crest. Air entrainment accompanies this turbulent breaking, injecting bubbles into the water column and forming a foamy whitecap with significant void fractions up to 50% near the surface. Bubbles are primarily entrained at the jet impact in plunging or along the spilling toe in milder breaks, leading to a subsurface plume. Models such as Thorpe's describe the bubble size distribution, where the mean radius of entrained bubbles typically ranges from 1-2 mm, influencing and dissipation rates, with larger bubbles rising quickly and smaller ones persisting deeper due to . Laboratory experiments, often employing () for detailed velocity mapping, highlight three-dimensional instabilities during breaking that are underrepresented in two-dimensional theories. These studies reveal oblique wave crests and spanwise variations in the roller, leading to asymmetric distribution and enhanced not fully captured by depth-integrated or planar models. In contrast, field observations indicate greater variability due to wind and effects, but confirm the core mechanisms observed in controlled settings.

Energy Dissipation and Wave Transformation

When a wave breaks, a significant portion of its energy is dissipated through turbulence and mixing in the upper ocean layers. The dissipation rate ε_b for breaking waves is approximated by the formula \varepsilon_b = \frac{B^3 f}{16\pi} \rho g \int_0^\infty H^3 p_b(H) \, dH, where ρ is the water density, g is gravitational acceleration, f is the wave frequency, B is an empirical coefficient (typically around 1), and p_b(H) is the probability density function of breaking wave heights. This parameterization, derived from empirical models of surf zone energetics, captures the average rate of energy loss per unit area during the breaking process. For monochromatic waves, it simplifies to a form proportional to ρ g H^3 f / (16 π). Following the initial break, the wave transforms into a turbulent bore that propagates shoreward, with the bore height typically reducing by 20-50% over one due to ongoing frictional and turbulent dissipation within the . This decay is more pronounced on steeper slopes, where plunging lead to faster loss, compared to spilling on gentler slopes that exhibit gradual height reduction. The resulting bore maintains a sawtooth profile, contributing to further transformation as it interacts with the bottom . Wave breaking also alters the spectrum of the wave field by preferentially dissipating at high frequencies, where steeper wave components are more susceptible to and breakage. This selective removal leads to a broadening of the overall , reducing peakiness and limiting the development of swell in fetch-limited conditions, such as near coastal generation areas. In contrast, lower-frequency persists longer, influencing long-range patterns. Estimates of global breaking wave dissipation are obtained through in-situ measurements with wave buoys, which capture local and height decay, and satellite altimetry, which provides broad-scale observations of and breaking probability. These techniques yield an average global dissipation rate of approximately 68 , representing a key sink in the budget and highlighting the role of breaking in modulating air-sea interactions.

Impacts and Applications

Environmental Effects

Breaking waves play a pivotal role in by mobilizing and transporting along shorelines through longshore currents generated in the . Globally, these processes redistribute an estimated 10 to 20 billion tonnes of clastic annually from sources to coastal systems, with breaking waves responsible for the majority of littoral transport. Plunging breakers, in particular, exert concentrated hydraulic forces on cliff bases, accelerating retreat rates in soft-rock coasts to 0.01–1 m per year by undercutting and removing talus debris. This contributes to loss and threats, as seen in regions with intermediate profiles where plunging waves dominate. The turbulence from breaking waves profoundly affects intertidal habitats, disrupting communities of and while simultaneously enhancing environmental conditions in some ways. High-energy scour the , dislodging sessile organisms like mussels and snails, which significantly disrupts populations in exposed zones during storms. Conversely, wave-induced mixing enhances uptake by macroalgae through reduction of the diffusive around fronds, improving competitive advantages for productive species in the low intertidal. These dual effects lead to zonation patterns, with resilient, wave-adapted communities dominating areas of frequent breaking, while scour limits diversity in fragile assemblages. During hurricanes, breaking waves amplify storm surges by contributing wave setup and runup, elevating water levels by 0.6–1.2 m through radiation stress gradients in the nearshore. In (2005), this wave-breaking contribution was significant, adding to the overall surge that reached over 8 m in parts of the coast and exacerbating inland flooding across 230 km of shoreline. Such amplification transforms moderate surges into catastrophic events, with onshore momentum from plunging and collapsing breakers pushing water farther inland. Over long timescales, breaking wave types influence beach morphology and coastal evolution. Spilling breakers on dissipative beaches, characterized by gentle slopes, promote gradual deposition in the swash zone, building berms that act as natural buffers against . In contrast, surging breakers on reflective beaches maintain steep profiles by reflecting wave energy with minimal dissipation, preserving linear foreshores and cusps through high runup and limited offshore transport. These dynamics sustain equilibrium forms, with spilling enhancing accretion on wide, low-gradient shores and surging reinforcing narrow, coarse- fronts.

Human Uses and Engineering

Breaking waves play a central role in human recreation, particularly , where plunging breakers are prized for their formation of tubular sections that allow riders to experience the "barrel" or tube ride. These breakers, characterized by a curling that plunges forward, provide the dynamic conditions ideal for advanced maneuvers, contrasting with gentler spilling breakers suited to beginners. originated as a cultural practice among , with the activity deeply embedded in society as he'e nalu (wave sliding) and first documented by European explorers in the late 1700s during Captain James Cook's voyages. By the , evolved into a global sport, with modern competitions like those organized by the (WSL) held at venues renowned for specific breaker characteristics, such as in for plunging waves. The global industry, encompassing , equipment, and events, supports an economic value exceeding $68 billion in surfing alone as of 2025, driving coastal economies through lessons, apparel, and travel. Safety in relies on forecasting breaker types, with lifeguards using environmental assessments—including wave steepness and slope—to predict hazardous conditions like plunging breakers that increase risks and spinal injuries. In renewable energy applications, breaking waves offer a harnessable resource through technologies like oscillating water columns (OWCs), which capture the pneumatic energy from wave-induced air compression in a chamber. These devices convert the oscillatory motion near the breaker zone into electricity via turbines, with prototypes demonstrating viability in nearshore environments. For instance, the Oceanlinx greenWAVE OWC prototype, deployed off Australia, was rated at 1 MW but achieved peak outputs around 321 kW under optimal conditions, highlighting the potential for scaling to contribute to coastal power grids. OWCs are particularly effective in locations with consistent spilling or plunging breakers, as the breaking process amplifies air flow, though challenges like biofouling and storm survivability persist in commercial deployment. Coastal engineering leverages breaking waves for protection by designing structures that promote energy-dissipating breaker types, such as breakwaters and groins, to mitigate and flooding. Breakwaters, often constructed as rubble-mound or submerged barriers, induce spilling-like dissipation by reducing and steepness, significantly dissipating incoming before it reaches the shore. Groins, perpendicular to the shoreline, trap and alter wave patterns to favor spilling breakers on adjacent beaches, stabilizing coastlines in areas prone to . Numerical models like (Simulating WAves Nearshore) are essential for predicting breaker locations and types, simulating wave propagation, shoaling, and breaking to optimize structure placement and performance. These interventions balance protection with environmental considerations, ensuring long-term resilience against sea-level rise and intensified storms.

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