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Wind fetch

In and , wind fetch refers to the unobstructed distance over which a wind blows across an open body of in a relatively constant direction, serving as a critical for wave generation and propagation. This length directly influences the development of wind-driven waves, as longer fetches allow to transfer more to the water surface, resulting in larger and greater intensity. Alongside and duration, fetch determines the overall energy available for wave formation, with empirical models like the Sverdrup-Munk-Bretschneider (SMB) equations quantifying as a of these variables. Fetch is particularly significant in enclosed or semi-enclosed water bodies, such as lakes and bays, where topographic features like shorelines limit its extent and create variability in wave exposure across different sectors. In coastal environments, extended fetch contributes to heightened , , and dynamics, making it essential for predicting impacts and designing protective structures like breakwaters. For instance, in the , fetch calculations help model wind setup and wave runup during high winds, informing flood risk assessments. Modern applications often involve geographic information systems (GIS) to compute effective fetch by integrating probabilities and shoreline , enhancing accuracy in ecological and hydrodynamic simulations.

Definition and Fundamentals

Definition

Wind fetch, also known as fetch length, is defined as the unobstructed straight-line distance across a over which a given blows without significant interruption from landmasses, islands, or other barriers. This distance determines the extent to which can be transferred to the water surface, primarily in open marine environments. As a quantity, fetch is directional and typically measured along the prevailing wind's path, accounting for the wind's orientation relative to coastal features. In practice, it represents the effective length of the wind's trajectory over the , often calculated from the upwind shoreline to the point of interest. Unlike overland fetch, which pertains to wind travel across terrestrial landscapes in contexts such as aeolian transport or coastal dynamics, wind fetch applies exclusively to open bodies like oceans, lakes, and seas.

Role in Wave Generation

Wind transfers to the surface primarily through fluctuations and sheltering effects, where turbulent eddies in the create initial disturbances that deform the surface, generating small capillary waves on the order of centimeters in scale. These capillary waves, driven by as the restoring force, serve as the starting point for wave development; as the fetch—the uninterrupted distance over which the wind blows—increases, the waves gain energy and grow in size, transitioning to gravity waves where becomes the dominant restoring force. Fetch acts as a primary of wave energy input by determining the duration over which can continuously transfer to the , allowing s to evolve from nascent ripples toward a state of known as a fully developed . In fetch-limited conditions, longer distances enable progressive wave amplification, with energy input occurring over extended periods until the waves reach a balance where further growth is minimal. As fetch lengthens, wave steepness—the ratio of to —typically decreases, reducing the likelihood of breaking in the generation area and facilitating the evolution from locally generated , which are irregular and steep, to organized swell that propagates beyond the fetch area with more uniform characteristics. This transition occurs as longer-period waves outpace shorter ones, sorting the wave field and allowing energy to redistribute, ultimately producing smoother, less steep waves that can travel vast distances. For instance, in enclosed bays with short fetch, such as those along coastal inlets, winds produce choppy, short-period that break rapidly due to their steepness and limited growth opportunity. In contrast, open environments with extensive fetch generate larger, longer-period that develop into swell, capable of maintaining over thousands of kilometers. Wave growth also depends on , which modulates the rate of energy transfer.

Factors Affecting Fetch

Geographical Influences

Coastlines, islands, and headlands play a critical role in interrupting wind flow over water bodies, thereby creating variable fetch lengths that depend on the alignment of with surrounding landforms. In areas with irregular coastlines, such as archipelagos or fjord-like regions, protruding headlands can significantly shorten the unobstructed path of wind, reducing the effective fetch and limiting wave energy transfer. For instance, in semi-enclosed seas like the Mediterranean, the surrounding landmasses constrain fetch to typically less than 1,000 km, resulting in fetch-limited wave conditions that differ markedly from more open basins. The size and shape of a water body fundamentally determine the maximum possible fetch, with open offering near-infinite extents in prevailing directions, while smaller enclosed or semi-enclosed systems impose strict limitations. In vast , fetch can extend over several thousand kilometers without geographical interruption, allowing to generate extensive fields over prolonged distances. In contrast, lakes, bays, and gulfs exhibit finite, direction-dependent fetch, where the longest paths align with the primary axis of the water body, and shorter paths occur across narrower dimensions, influencing local climates accordingly. Bathymetry further modulates effective fetch by altering wave propagation through depth-related processes, particularly in coastal zones where shallow shelves cause premature shoaling. As waves approach shallower bathymetry, they experience increased bottom friction and refraction, which can dissipate energy and effectively shorten the fetch over which full wave growth occurs. This effect is pronounced in regions with continental shelves or submarine ridges, where waves begin transforming into shallower-water forms earlier than in deep, uniform basins, thereby constraining the development of larger waves. A illustrative case study contrasts fetch dynamics in the Great Lakes with those in the Atlantic Ocean, highlighting directional variations driven by geography. In the Great Lakes, such as Lake Michigan, fetch lengths vary significantly by direction—reaching up to approximately 500 km along the lake's longitudinal axis but dropping to under 100 km across its width—due to enclosing shorelines, as mapped in exposure indices that reveal high variability in wind exposure across different sectors. The Atlantic Ocean, by comparison, features predominantly unlimited fetch in offshore regions, with paths often exceeding 3,000 km unimpeded by land, enabling the formation of much larger, swell-dominated wave systems; these differences underscore how enclosed freshwater systems like the Great Lakes produce more variable, fetch-constrained waves compared to the open marine environment.

Meteorological Influences

Meteorological conditions significantly modify the effective fetch, which represents the unobstructed distance over which energy is transferred to generate , by altering the consistency and efficiency of that transfer. and its persistence play a central role; steady, consistent winds, such as the prevailing in tropical regions, maximize effective fetch by maintaining a uniform direction that allows uninterrupted wave development over extended distances. In contrast, variable winds that shift direction frequently reduce the effective fetch, as the energy input becomes dispersed across multiple wave systems, limiting the growth of dominant waves; effective fetch calculations account for this by weighting distances based on the of specific wind directions, where low consistency dilutes the contribution from any single path. Atmospheric stability and gustiness further influence fetch by affecting the structure of the air-sea . In conditions, reduced promotes smoother, more efficient momentum transfer from to , potentially extending the effective fetch. However, gusty conditions within turbulent s disrupt this transfer through intermittent velocity fluctuations, effectively shortening the distance over which consistent input occurs and leading to less organized fields. Observations indicate that such gustiness can enhance overall heights by 10–20% through increased wave-wave interactions, but it complicates fetch-limited growth by introducing variability that mimics a shorter effective . Seasonal and storm-related variations, particularly from extratropical cyclones, can dramatically extend fetch in winter hemispheres by providing prolonged, large-scale fields. These cyclones, common in mid-to-high latitudes during colder months, generate slow-moving systems that sustain action over vast areas, enhancing generation through an "extended fetch" mechanism where remain within the zone longer than in faster-moving storms. In the North Atlantic, for instance, such events peak in winter, contributing to higher extreme heights in the cyclone's southeastern quadrant due to this prolonged exposure. Interactions between air-sea temperature differences also modulate wind stress over fetch-limited regions, influencing wave growth rates. When cold air passes over warmer water, the resulting unstable increases in the , enhancing momentum flux and thereby promoting more rapid wave development within the available fetch; this effect is evident in fetch-limited experiments where larger gradients correlate with higher and steadier increases. Conversely, stable conditions from warmer air over cooler water dampen this transfer, potentially limiting growth despite adequate fetch distance.

Calculation and Measurement

Basic Formulas

The basic formulas for wind fetch relate the distance over which wind blows to key wave parameters, such as H_s, under fetch-limited conditions. One widely used parameterization derives from the JONSWAP (Joint Wave Project) spectrum, which describes the evolution of wind-generated waves in developing seas. The empirical relation for is given by H_s = 0.0163 U_{10} \sqrt{X}, where H_s is in meters, X is the fetch in kilometers, and U_{10} is the wind speed in meters per second measured at a height of 10 meters above the mean . This formula emerges from observations of wave growth in the , capturing the dependence on both fetch and wind speed for intermediate fetch lengths typical of coastal and offshore environments. Another foundational approach is the Sverdrup-Munk-Bretschneider () method, a semi-empirical model for fetch-limited wave growth in deep water. The formula for significant wave height H is H = 0.283 \tanh\left(0.0125 \left(\frac{g X}{U^2}\right)^{0.42}\right) \frac{U^2}{g}, where H is in meters, g is the (approximately 9.81 m/s²), X is the fetch in meters, and U is the in meters per second. This expression accounts for the saturation of wave growth at longer fetches, where the hyperbolic tangent term approaches unity for fully developed seas. The SMB method builds on early theoretical work and has been refined through field data to predict wave heights in uniform wind fields. Original formulations used nautical miles for fetch and knots for wind speed with adjusted constants. These formulas originate from an energy balance framework, where the rate of energy input from on the wave field equals the rate of energy dissipation primarily through wave breaking and nonlinear interactions. Assuming steady, uniform wind blowing over a constant fetch, the wave grows proportionally to the distance traveled until is approached, leading to the fetch-dependent in both models. and empirical fitting to observed data refine the constants, ensuring applicability to fetch-limited regimes without swell influence. The formulas assume deep-water conditions, where water depth exceeds half the , preventing bottom effects, and uniform meteorological conditions with constant and direction perpendicular to the fetch boundary. Fetch is typically measured in kilometers for JONSWAP applications, while the presented SMB formula uses meters, with wind speeds referenced to standard heights; limitations include neglect of duration constraints, directional variability, and shallow-water shoaling, restricting use to idealized scenarios.

Measurement Techniques

Direct measurement of wind fetch typically relies on in situ observations from buoys or research vessels equipped with GPS for precise positioning and anemometers for wind speed and direction. The process involves recording the buoy or ship's location and prevailing wind direction, then computing the unobstructed distance over water to the nearest land or barrier using high-resolution coastline and bathymetry datasets integrated into geographic information systems (GIS). For instance, tools like the fetchR R package automate this calculation by generating radial lines from the measurement point in the wind direction until intersecting the coastline, providing effective fetch lengths that account for angular exposure across multiple directions. This method is particularly useful in coastal or semi-enclosed basins where direct line-of-sight verification is feasible, though it requires accurate digital maps to minimize errors from unresolved small-scale features. Remote sensing techniques offer global coverage for inferring wind fetch by analyzing ocean wave characteristics from satellite observations, bypassing the limitations of localized in situ measurements. Satellite altimetry missions, such as the Jason series (e.g., Jason-1, Jason-2, and ), measure and sea surface elevation, which can be combined with concurrent data to estimate fetch via empirical wave growth relationships that link wave energy to fetch distance. Similarly, (SAR) instruments on platforms like provide two-dimensional wave spectra by imaging surface , allowing inversion of fetch from observed peak wave periods and directions under assumed steady conditions. These methods derive fetch indirectly from wave spectra, with algorithms calibrating against known fetch-limited regimes to achieve spatial resolutions down to 1 km for SAR-derived products. Challenges include atmospheric interference and the need for ancillary fields, but validation against buoy data shows reliable performance in open settings. Numerical modeling approaches simulate fetch as part of broader wave hindcast systems, incorporating gridded fields, , and coastline to propagate energy and implicitly resolve fetch-limited growth. The WAVEWATCH III model, developed by NOAA, is widely used for this purpose; it solves the wave action equation on unstructured grids, enabling simulation of fetch variations in complex geometries like coastal shelves or enclosed seas by parameterizing input and obstruction effects from high-resolution terrain . Users input meteorological forcing (e.g., from reanalysis datasets like ERA5) and bathymetric grids to output effective fetch maps or parameters that reflect fetch constraints, with applications in hindcasting historical events or forecasting in fetch-limited regions. This method excels in scenarios where direct observations are sparse, providing consistent spatial coverage. Validating these measurement techniques presents challenges due to factors like coastal , which complicates straight-line fetch assumptions in GIS calculations, and spatially variable winds that disrupt steady-state conditions assumed in inversions. In numerical models, discrepancies arise from resolution limits in or wind inputs, leading to over- or underestimation in nearshore areas. Overall accuracy for open ocean fetches typically ranges from 10-20%, as assessed through comparisons of modeled or inferred fetches against independent wave buoy observations, where errors in derived wave heights (a for fetch) often exhibit scatter indices around 0.15 and biases under 10%. These uncertainties are mitigated by ensemble modeling or multi-sensor fusion, but persistent issues in highly dynamic or ice-covered regions underscore the need for ongoing calibration.

Applications

In Oceanography and Meteorology

In and , wind fetch serves as a critical input in models, enabling predictions of , , and direction that inform safety protocols for shipping routes and offshore operations such as oil rig positioning. Numerical wave models like WAVEWATCH III incorporate fetch-limited growth laws to simulate wave development under varying wind conditions, where fetch determines the duration and distance over which waves can mature before encountering coastal boundaries or changing winds. For instance, empirical methods outlined in international wave guides use non-dimensional parameters derived from and fetch to estimate (H_s) and peak (T_p), such as H_s scaling with fetch^{1/2} in deep water, aiding forecasts for traffic in semi-enclosed basins. These models integrate fetch data from atmospheric forecasts to output wave spectra, reducing operational risks by anticipating hazardous s up to several days in advance. Wind fetch significantly influences storm surge dynamics by allowing sustained forcing to generate larger waves, which in turn enhance water pile-up and amplify surge heights through wave setup and radiation stress. In cases of expansive fetch, such as during hurricanes with broad fields, the extended distance over which winds act increases wave energy transfer to the coast, exacerbating flooding. A prominent example is in 2005, where the storm's large size—characterized by a radius of maximum winds of approximately 56 km—provided an effective long fetch across the , contributing to surge heights of 7.5–8.5 m along the coast, far exceeding those from smaller storms like despite lower intensity. This amplification, varying by up to 30% for equivalent speeds due to fetch-related storm scale, underscores fetch's role in surge modeling for coastal vulnerability assessments. In meteorological forecasting systems, fetch is parameterized within coupled atmosphere-ocean-wave models to refine estimates of air-sea momentum , which governs the transfer of to currents and . The European Centre for Medium-Range Forecasts (ECMWF) Integrated System employs fetch-limited growth curves, such as those based on non-dimensional (ε*) and (f*) scaled by velocity, to initialize wind-sea spectra during and compute stress terms like τ_w (wave-induced stress). Similarly, NOAA's models integrate fetch over grid cells to parameterize momentum under varying directions, adjusting for fetch distances in enclosed or coastal regions to improve predictions of surface drag and . These parameterizations, often using source terms like S_in for input, enhance forecast accuracy for global patterns by accounting for fetch-dependent wave-atmosphere interactions. Climate variability, particularly events like El Niño-Southern Oscillation (ENSO), alters average fetch through shifts in wind patterns, thereby reshaping global wave energy distribution and long-term trends. During El Niño phases, weakened in the reduce fetch in equatorial regions while strengthening mid-latitude , extending fetch in extratropical zones and increasing by 0.2–0.4 kW/m annually in the . This leads to directional shifts in wave propagation—clockwise in southern and anticlockwise in northern extratropics—with correlations up to 0.7 between ENSO indices and wave climate metrics, influencing swell energy delivery to distant coasts. La Niña episodes reverse these effects, shortening high-latitude fetch and diminishing overall wave energy, highlighting fetch's sensitivity to large-scale atmospheric teleconnections in climate models.

In Coastal Engineering

In coastal engineering, wind fetch plays a crucial role in harbor and breakwater design by enabling predictions of agitation within sheltered waters, where waves are often fetch-limited due to enclosed geometries. Engineers calculate the effective fetch—the unobstructed distance travels over —to estimate significant wave heights using empirical models, ensuring that breakwaters and quays minimize vessel motion and sediment resuspension inside ports. For instance, the U.S. Army Corps of Engineers (USACE) employs fetch-based generation equations in tools like the Automated Coastal Engineering System (ACES) to assess agitation levels, guiding the placement and height of rubble-mound or vertical breakwaters to achieve acceptable wave heights below 0.3 meters for safe berthing. Fetch-driven wave energy is integral to and risk assessments for shorelines, informing vulnerability models that quantify long-term and overtopping hazards. In USACE guidelines, fetch length, combined with and duration, determines design conditions for revetments, seawalls, and bulkheads, where longer fetches amplify heights and runup, exacerbating coastal rates up to several meters per year in exposed areas. These assessments prioritize structures that withstand fetch-induced forces, such as quarrystone revetments sized for heights derived from fetch-limited spectra, to protect against elevations and in high-risk zones like the U.S. Gulf Coast. For offshore structure placement, such as wind farms and oil platforms, minimizing fetch exposure reduces wave loads and foundation stresses, influencing site selection in regions like the where variable fetches contribute to extreme metocean conditions. This approach ensures compliance with design standards that limit dynamic responses under fetch-generated seas. Mitigation strategies leverage fetch reduction through artificial reefs and jetties to dampen wave energy in climate adaptation projects, particularly post-2000 initiatives addressing sea-level rise and intensified storms. Submerged artificial reefs, acting as low-crested breakwaters, shorten effective fetch and dissipate up to 95% of incident wave energy, as demonstrated in lab-scale prototypes tested at to curb while enhancing . Jetties and extended breakwaters in projects similarly fragment fetch paths, lowering shoreline wave heights and supporting resilient infrastructure against projected 0.5-1 meter sea-level increases by 2100.

Fully Developed Seas

Fully developed seas represent an state in wind-generated wave growth where the input from the wind precisely balances the dissipation through wave breaking and other processes, rendering further increases in fetch ineffective for additional wave development. This condition typically occurs after winds have acted over a sufficient fetch of 100-500 km, depending on , beyond which the and other parameters stabilize regardless of longer distances. The state is characterized by a fully adjusted wave spectrum that reflects the wind's forcing without limitations from spatial or temporal constraints. Attainment of fully developed seas requires not only long fetch but also adequate duration of steady , generally exceeding 24 hours for moderate wind speeds (around 10-15 m/s), allowing to evolve through initial growth phases into this balanced . Steady and speed are crucial, as variations can prevent by introducing new energy inputs or altering . In , these conditions are met when nonlinear wave interactions and fully counteract wind input, leading to a mature with dominant traveling at speeds close to the . The Pierson-Moskowitz spectrum provides the canonical description of the energy distribution in fully developed seas, parameterized by wind speed U_{19.5} measured at 19.5 m height. The significant wave height is given by H_s = \frac{0.21 U_{19.5}^2}{g}, where g is gravitational acceleration, and the peak period by T_p = 8.8 \sqrt{\frac{U_{19.5}}{g}}. These relations derive from empirical fits to observed spectra under unlimited fetch and duration, capturing the exponential decay of energy at high frequencies and the overall scaling with wind forcing. Observationally, fully developed seas are rare in coastal regions due to limited fetch but common in mid-ocean areas under persistent , where steady conditions prevail over vast expanses. Historical data from wave buoys deployed in the 1970s, particularly in the North Atlantic and Pacific, confirmed these spectra through measurements during prolonged steady winds, validating the concept against early theoretical models. Such underscores the spectrum's applicability in open-ocean settings, though modern analyses note slight deviations under varying atmospheric conditions.

Fetch-Limited Conditions

Fetch-limited conditions arise when the growth of wind-generated is primarily restricted by the finite distance, or fetch, over which the acts on the surface, preventing waves from achieving full . In such scenarios, the fetch length is typically short, often less than 50 km, as found in enclosed basins like bays, lakes, or narrow straits, leading to incomplete energy transfer from wind to . This results in younger sea states with steeper wave profiles and higher relative wave heights compared to open-ocean conditions, where longer fetches allow for more gradual growth. Prominent examples of fetch-limited regimes include the , where the basin's modest dimensions impose short fetches, producing steep waves that enhance vertical mixing and influence sea surface dynamics. Similarly, during storm landfall, sharply limits fetch, causing rapid initial wave growth that plateaus before reaching equilibrium, often resulting in intense but underdeveloped seas near shorelines. The energy spectra in fetch-limited conditions feature narrower frequency bands, with the spectrum most strongly peaked around the dominant frequency and broadening less extensively at higher and lower frequencies than in duration-limited or fully developed seas. This peaked structure reflects the constrained wave evolution, concentrating energy in a tighter range of wavelengths. These conditions occur when the actual fetch X is shorter than the equilibrium fetch required for full development, estimated empirically as X_{\mathrm{eq}} \approx 10^4 \frac{U^2}{g}, where U is the wind speed at 10 m height and g is . This criterion highlights the transition from fetch-dominated growth to a state approaching , distinct from unlimited fetch scenarios.

References

  1. [1]
    Glossary - NOAA's National Weather Service
    Fetch: 1. The area in which ocean waves are generated by the wind. Also refers to the length of the fetch area, measured in the direction of the wind.
  2. [2]
    Waves - Currents: NOAA's National Ocean Service Education
    Wave height is affected by wind speed, wind duration (or how long the wind blows), and fetch, which is the distance over water that the wind blows in a single ...
  3. [3]
    10.5: Origin of Wind Waves - Geosciences LibreTexts
    Feb 14, 2021 · Wind waves form from wind blowing on the ocean surface. The key factors influencing wave intensity include fetch, wind duration, wind strength, and proximity ...
  4. [4]
    Understanding lake fetch - MSU Extension
    Feb 28, 2017 · Lake fetch is the maximum length of open water wind can travel, which affects wave formation and energy. Longer fetch means more energy.Missing: definition | Show results with:definition
  5. [5]
    Application of Wind Fetch and Wave Models for Habitat ...
    Wind Fetch Model. Wind fetch is defined as the unobstructed distance that wind can travel over water in a constant direction. Fetch is an important ...
  6. [6]
    [PDF] Wind Setup & Wave Run Up Analysis
    Jan 10, 2011 · The fetch is defined as the region in which the wind speed and direction are reasonably constant. In river settings, the fetch is limited by ...
  7. [7]
    Effective fetch and relative exposure index maps for the Laurentian ...
    Dec 18, 2018 · A measure of wind exposure is fetch, the distance over which wind can travel across open water.<|control11|><|separator|>
  8. [8]
    [PDF] Application of Wind Fetch and Wave Models for Habitat ...
    Jul 7, 2006 · Wind fetch is defined as the unobstructed distance that wind can ... Next, if the checkbox labeled “Overland Wind Measure- ment” is ...
  9. [9]
    Fetch - Coastal Wiki
    Mar 28, 2021 · Definition of Fetch: Distance over which a wind acts to produce waves - also termed fetch length.. This is the common definition ...Missing: dictionary | Show results with:dictionary
  10. [10]
    Obstructions, Fetching, and Luffing Rights | Sailing World
    Jul 28, 2009 · A boat is fetching a mark when she is in a position to pass to windward of it and leave it on the required side without changing tack.<|control11|><|separator|>
  11. [11]
    How does the wind generate waves? - Physics Today
    Nov 1, 2021 · The pressure difference between the windward (left) and leeward (right) sides of the crest transfers energy from the wind to the wave, causing ...
  12. [12]
    A Theoretical Explanation of the Fetch- and Duration-Limited Laws in
    The choice of Snyder's Law for the wind input term leads to the derivation of Toba's laws (60)–(64) but other types of fetch laws can be obtained when the wind ...Missing: nautical | Show results with:nautical<|control11|><|separator|>
  13. [13]
    [PDF] Empirical and theoretical relations between wind, sea, and swell
    SVERDRUP, H. U., and MUNK, W. H., Wind, sea, and swell; theory of relations for forecasting,. U. S. Hydrographie Office, Technical Bulletin in Oceanography, no.
  14. [14]
    Waves | National Oceanic and Atmospheric Administration
    Sep 20, 2023 · As waves form, the surface becomes rougher, making it easier for the wind to push the water surface and intensify the waves.Missing: importance | Show results with:importance
  15. [15]
    Importance of wind conditions, fetch, and water levels on wave ...
    Sep 30, 2009 · We define fetch for any given water surface elevation as the distance between a DEM element where we want to compute the wave height and the ...Missing: etymology | Show results with:etymology
  16. [16]
    Coastal sea levels and wind-waves in the Mediterranean ... - Frontiers
    In such semi-enclosed basin, wave generation and growth is restricted due to a limited fetch in comparison to the corridor in the western basin. Moreover ...
  17. [17]
    [PDF] The accuracy of modelled wind and waves fields in enclosed seas
    The error b has been plotted as a function of fetch f, defined as the length of sea run by the waves during their generation by wind before reaching the buoy ...
  18. [18]
    Impact of Shoaling Ocean Surface Waves on Wind Stress and Drag ...
    Jun 25, 2020 · Outside the surf zone, shoaling of wind waves under uniform wind increases the drag coefficient from its fetch-dependent deep water value ...
  19. [19]
    [PDF] Wave Generation, Dissipation, and Disequilibrium in an Embayment ...
    Differences in the wavefield with wind direction highlight the impacts of heterogeneous bathymetry and limited fetch. Under the typical winter northwest wind ...
  20. [20]
    NOAA's Great Lakes Wave Prediction System - AMS Journals
    This paper presents an overview of wave modeling in the Great Lakes from the perspective of its societal benefits.Missing: versus | Show results with:versus
  21. [21]
    [PDF] Air-Sea Interaction over Ocean Fronts and Eddies.
    Jul 6, 2008 · These significant fluxes arise because the atmosphere is slow to respond to sharp SST gradients, leading to an air–sea temperature difference ( ...
  22. [22]
    (PDF) The turbulent airflow over wind generated surface waves
    Oct 19, 2025 · In general, the turbulent boundary layer in the air is characterized by numerous velocity sweeps and ejections, accompanied by intense downwind ...
  23. [23]
    (PDF) The Impacts of Gustiness on the Evolution of Surface Gravity Waves
    **Summary: How Gustiness Affects Wave Growth and Energy Transfer from Wind to Waves**
  24. [24]
    [PDF] Impact of extratropical cyclone intensity and speed on the extreme ...
    In mid to high latitudes, the main drivers of wave climate are the extratropical cyclones, which are known by their strong winds and large fetch (e.g., da Rocha ...
  25. [25]
    Composite analysis of North Atlantic extra-tropical cyclone waves ...
    We find that the higher waves are in the south-eastern quadrant of the cyclone, due to the extended fetch mechanism. The highest wave heights are found during ...
  26. [26]
    [PDF] A Study of Wave Effects On Wind Stress Over the Ocean In a Fetch ...
    Feb 22, 2005 · The two wind stress calculation methods, inertial dissipation and eddy correlation, are outlined in section 3. Section 4 gives results and ...
  27. [27]
    A study of wave effects on wind stress over the ocean in a fetch ...
    Aug 8, 2025 · A study of wave effects on wind stress over the ocean in a fetch-limited case ... air-sea temperature difference. Figure 5b. displays the computed ...<|control11|><|separator|>
  28. [28]
    [PDF] Measurements of Wind-Wave Growth and Swell Decay during the ...
    The JONSWAP data is in general consistent with Kitaigorodskii's scaling hypothesis and confirms many of the spectral featui-es summarized by these authors: ...
  29. [29]
    Fetch and Duration Limited Growth - ScienceDirect.com
    Fetch limited growth occurs when a wind of constant magnitude and direction blows perpendicular to a long and straight coastline.
  30. [30]
    fetch Calculate Wind Fetch - RDocumentation
    The fetch function automatically calculates the wind fetch for marine locations within the boundaries of the specified coastline layer.
  31. [31]
    [PDF] User manual and system documentation of WAVEWATCH III R ...
    the third-generation wind-wave modeling framework WAVEWATCH III R . While code management of this system is undertaken by the National Cen- ter for ...
  32. [32]
    Numerical Modeling of Fetch-Limited Waves in the Gulf of ...
    Mar 1, 2010 · This study used the wind-wave model WaveWatch III as the numerical framework for the simulations. All model runs were carried out with exact ...
  33. [33]
    Accuracy of numerical wave model results: application to the Atlantic ...
    Nov 22, 2022 · Numerical wave models are generally less accurate in the coastal ocean than offshore. It is generally suspected that a number of factors ...
  34. [34]
    Quantifying errors in wind and wave measurements from a compact ...
    Oct 9, 2022 · The Spotter buoy reports U10 wind speeds while the meteorological buoy measures and reports wind speeds at an anemometer height of 2.95 m.
  35. [35]
    Wind wave measurements and modelling in a fetch-limited semi ...
    This study aims to evaluate the ability of the wave model WAVEWATCH III to simulate wind wave distribution in this particular fetch-limited context, with a ...
  36. [36]
    [PDF] GUIDE WAVE ANALYSIS AND FORECASTING
    geography and climatology of the area of interest, in order to appreciate the limitations of wind fetch for certain wind directions, the existence of strong ...
  37. [37]
    The Influence of Storm Size on Hurricane Surge in - AMS Journals
    However, Hurricane Katrina demonstrated that wind speed alone cannot reliably describe surge. Herein it is shown that storm size plays an important role in ...
  38. [38]
    [PDF] PART VII: ECMWF WAVE MODEL
    Nov 12, 2024 · This covers detailed knowledge of the generation of ocean waves by wind and the impact of the waves on the air flow, the importance of the ...
  39. [39]
    El Niño‐Southern Oscillation Impacts on Global Wave Climate and ...
    Nov 7, 2020 · Results show that wave power is most increased/decreased during El Niño/La Niña at high latitudes (extra-tropical zone), while wave direction is ...
  40. [40]
    [PDF] AUTOMATED COASTAL ENGINEERING SYSTEM
    Jun 3, 2021 · ... Wind Fetch Options ................................................................................. Open-Water. Wave Growth Equations ...
  41. [41]
    [PDF] Design of Coastal Revetments, Seawalls & Bulkheads
    Jun 30, 1995 · This manual provides guidance for the design of coastal revetments, seawalls, and bulkheads, which are used to combat erosion or maintain ...
  42. [42]
    [PDF] Design Methods for Offshore Wind Turbines at Exposed Sites
    In the context of design calculations, an offshore wind turbine is much more influenced by wind loading and the design loads are considerably more sensitive to ...
  43. [43]
    [PDF] Environmental Exposure and Design Criteria for Offshore Oil ... - DTIC
    "The Specifications of Wind and. Pressure Fields Over the North Sea and some Areas of the North Atlantic. During 42 Gales from the Period 1966-1976 ...Missing: farms | Show results with:farms
  44. [44]
    Artificial reef designed by MIT engineers could protect marine life ...
    Mar 25, 2024 · Artificial reef designed by MIT engineers could protect marine life, reduce storm damage. Jennifer Chu | MIT News Mar. 25, 2024. Facebook ...
  45. [45]
    [PDF] Feasibility of artificial reefs as coastal protection measures at the ...
    Apr 3, 2025 · Results: Our results show that artificial reefs are significantly effective in reducing the wave heights along the Danube Delta coast.
  46. [46]
    Evaluation of Radial Ocean Surface Currents Derived From Sentinel ...
    Mar 20, 2020 · Note that for offshore winds of 10–15 m/s the fully developed seas would be encountered at approximately 100–500 km offshore. These ...
  47. [47]
    [PDF] 13.42 Design Principles for Ocean Vehicles 1. Ocean Wave Spectra
    Since the significant wave height depends on the wind speed, the spectrum could be formulated in terms of the wind speed instead of the significant wave height.Missing: parameterization | Show results with:parameterization
  48. [48]
    A proposed spectral form for fully developed wind seas based on the ...
    The data for the spectrums of fully developed seas obtained by Moskowitz [1964] for wind speeds from 20 to 40 knots (10.29 to 20.58 m/sec), are used to test ...
  49. [49]
    Ocean-wave-related changes in the next model upgrade - ECMWF
    A revision of how waves are generated by wind is proposed. It improves the representation of air–sea momentum exchange under strong wind conditions, such as ...
  50. [50]
    Fetch- and Duration-Limited Nature of Surface Wave Growth inside ...
    Sverdrup and Munk (1947) give a systematic treatment of the wave growth functions from the wind input point of view. The analysis leads to a set of ...
  51. [51]
    Numerical simulations of wave climate in the Baltic Sea: a review
    Owing to the small size of the sea and thus limited fetch length, waves are often steep, contribute extensively to mixing (Burchard et al., 2008), affect sea ...
  52. [52]
    The growth of fetch limited waves in water of finite depth. Part 3 ...
    The data show that the spectra are narrowest at the frequency of the spectral peak and gradually broaden for frequencies both greater than and less than that ...Missing: states | Show results with:states
  53. [53]
    Hindcasting Extreme Significant Wave Heights Under Fetch-Limited ...
    Accurately hindcasting waves in semi-enclosed, fetch-limited basins remains challenging for reanalysis models, which tend to underestimate storm peaks near ...
  54. [54]
    Observations of the Directional Spectrum of Fetch-Limited Waves in
    The fetch-limited sea states have significant wave heights between 0.5 and 4.5 m and are observed during persistent southeast wind events, which have a well- ...Introduction · Measurement program and... · Estimation of the directional...<|control11|><|separator|>
  55. [55]
    Duration‐ and fetch‐limited growth functions of wind‐generated ...
    Feb 11, 2006 · Under steady wind forcing, wave development follows the duration- and fetch-limited growth laws. These growth functions are used extensively ...