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Sailing directions

MetOcean Consult is an independent metocean consultancy in the Netherlands. We provide studies, data, modelling and forecasts of wind, waves, currents and water levels, for offshore wind, ports, coasts, cables and pipelines.

On the home page every service has a place on a chart, where the work naturally happens. Here the same notes are set out in full, in the order of the chart’s index. Each one shows its own piece of the chart in the margin.

Ports and harbours

Waves that get past a breakwater decide how often a berth can be used and how hard the moorings work. We work out how much energy gets in, and what it does to the ships at the quay.

What it covers

  • Wave penetration and agitation in basins: diffraction, reflection, and long-wave (infragravity) resonance
  • Berth downtime and operability, with long-term offshore conditions transformed to each berth
  • Moored-ship motions and mooring loads, including passing-ship effects where they matter
  • Design conditions for breakwaters, revetments and quay walls: waves, water levels, overtopping
  • Comparison of layouts: entrance width, breakwater alignment, basin shape

Questions it answers

  • How many hours a year will this berth be unworkable for this vessel?
  • Will the new layout make the basin calmer, or set up a seiche?
  • Which wave height and water level should the breakwater be designed for?
  • Do long waves explain the surging the terminal operators report?

Typical deliverables

  • Disturbance maps (Kd) per incident direction and period
  • Downtime tables per berth and vessel class
  • Design waves and water levels with return periods
  • A report that states its assumptions and the limits of the model
Figure A, to be supplied
Figure A. Wave disturbance coefficient across the basin for one incident direction. To be supplied.

Offshore wind

A wind farm is designed, installed and operated against its metocean conditions. We set those conditions down in a form that designers, certifiers and installation contractors can work from.

What it covers

  • Site conditions assessment and the metocean design basis
  • Normal and extreme wind, waves, currents and water levels, and how they occur together
  • Wave spectra, directional spreading and wind–wave misalignment for load cases
  • Breaking and steep-wave checks on the shallow parts of a site
  • Variation across the site, so one point does not have to stand in for every turbine
  • Weather windows and persistence for transport, installation and cable lay

Questions it answers

  • What are the 50-year Hs and the associated Tp at each turbine position?
  • How often are wind and waves more than 30° apart?
  • How long would a jack-up wait for a 24-hour window below 1.5 m in February?
  • Which data sets are good enough for the design basis, and which need checking against measurements?

Typical deliverables

  • Metocean design basis, laid out for review by a certifying body
  • Tables and data files of normal and extreme conditions
  • Joint distributions and environmental contours
  • Weather-window and persistence statistics by month
Figure B, to be supplied
Figure B. Environmental contours of Hs and Tp for 1, 10 and 50-year return periods. To be supplied.

Measurement campaigns

Measurements at sea are expensive and the sea is hard on instruments. A campaign pays off when it is planned around the questions its data must answer.

What it covers

  • Campaign design: what to measure, where, for how long, and at what sampling rate
  • Choice of instruments: wave buoys, floating LiDAR, ADCPs, tide gauges, seabed frames
  • Technical specifications and support in tendering the measurement contract
  • Data QA/QC: gaps, spikes, drift and instrument changes, all documented
  • Validation of models and hindcasts against the measurements
  • Relating a short campaign to long-term data (measure–correlate–predict)

Questions it answers

  • Is one year of measurements enough, and where should the buoy go?
  • Can a floating LiDAR do what a met mast would have done here?
  • Does the hindcast underestimate the storm peaks at this site?
  • What do we do about the six weeks the buoy was off station?

Typical deliverables

  • Campaign plan and technical specification
  • Quality-controlled data sets with a data report
  • Validation report: bias, scatter index, storm-peak comparison
  • Long-term corrected time series
Figure C, to be supplied
Figure C. Measured against hindcast Hs: scatter with bias, RMSE and scatter index. To be supplied.

Hindcasts and long-term data

Most design questions need decades of data at a place where nobody has measured. A validated hindcast fills that gap, and the validation is what makes it usable.

What it covers

  • Long time series of wind, waves, currents and water levels at a point, over an area or along a route
  • Selection and comparison of the hindcast and reanalysis products that exist for a site
  • Site-specific hindcast modelling where the available data are too coarse
  • Transformation of offshore conditions to the nearshore
  • Climate statistics: exceedance, scatter tables, roses, by season and by direction

Questions it answers

  • Which hindcast should we trust here, and why?
  • How much does the answer change between data sets?
  • What is the wave climate at the 10 m contour, rather than at the nearest grid point offshore?

Typical deliverables

  • Time series in the format your team works with (NetCDF, CSV and others)
  • Climate tables and figures
  • A short note on the data and their validation
Figure D, to be supplied
Figure D. Wave rose and Hs exceedance curve at the site. To be supplied.

Extreme value analysis

Design values are extrapolations beyond the length of the record. We make the extrapolation transparent: the method, the choices made, and the uncertainty that comes with them.

What it covers

  • Omnidirectional, directional and seasonal extremes of wind, waves, currents and water levels
  • Peaks-over-threshold and annual-maxima methods, with the sensitivity to threshold and distribution shown
  • Associated values: Tp with Hs, current with waves
  • Joint probability of high water and large waves
  • Individual wave and crest heights for deck levels and air gap
  • Confidence intervals by bootstrapping

Questions it answers

  • How sensitive is the 100-year wave to the choice of threshold?
  • Are the directional extremes consistent with the omnidirectional value?
  • Which crest elevation should set the deck level?

Typical deliverables

  • Return-value tables with confidence intervals
  • Fitting diagnostics a reviewer can check
  • A method note in plain language
Figure E, to be supplied
Figure E. Extreme Hs against return period, with the fitted distribution and its confidence band. To be supplied.

Water levels, surge and sea-level rise

Water level sets the depth that waves feel, the freeboard of a quay and the reach of a flood. It is tide, surge and a slowly rising mean, and each needs its own treatment.

What it covers

  • Tidal analysis and prediction; datums and levels (LAT, MSL, HAT)
  • Storm surge statistics and surge modelling
  • Extreme still-water levels, and their joint occurrence with waves
  • Sea-level rise over the design life, from published projections and scenarios
  • Changes in storminess and wave climate: what the evidence supports and what it does not

Questions it answers

  • What is the 1-in-1000-year water level at the quay in 2100?
  • How do we combine surge and waves without counting the same storm twice?
  • Which climate scenario fits a 50-year design life?

Typical deliverables

  • Water-level statistics and design levels
  • Datum relations for the site
  • Climate change allowances, with their sources
Figure F, to be supplied
Figure F. Measured water level during one storm, split into predicted tide and residual. To be supplied.

Cables, pipelines and the seabed

Near the seabed the flow is slower but never still, and sand moves. Route engineers get the near-bed currents and wave velocities they need, and a plain view of how the seabed will change.

What it covers

  • Near-bed currents and wave orbital velocities along a route
  • Current profiles and shear through the water column
  • Scour around foundations and cable protection
  • Seabed mobility: sand waves, megaripples, burial and exposure
  • Input to on-bottom stability of pipelines and cables
  • Metocean conditions for route survey and installation

Questions it answers

  • Will the cable stay buried where it crosses the sand waves?
  • Which near-bed velocity should the stability check use?
  • How deep will scour get around a monopile, and how fast?

Typical deliverables

  • Route metocean data at chosen kilometre points
  • Scour and seabed mobility assessment
  • Input tables for stability and burial design
Figure G, to be supplied
Figure G. Near-bed velocity along the route, by kilometre point. To be supplied.

Sediment, plumes and outfalls

Rivers, dredgers and outfalls all release something into moving water. Where it goes depends on the tide, the waves and the density of the water, and that can be modelled.

What it covers

  • Sediment transport and coastal morphology
  • Dredging plumes and the fate of disposed material
  • Cooling-water recirculation and outfall dilution
  • Dispersion of effluents, brine and spills
  • Density effects: salinity and temperature stratification
  • Input to environmental impact assessments

Questions it answers

  • Will the dredging plume reach the seagrass to the south?
  • Does warm water from the outfall come back to the intake?
  • How quickly will the channel silt up again?

Typical deliverables

  • Concentration maps and exceedance statistics
  • Recirculation and dilution assessment
  • Predicted morphological change, given as ranges
Figure H, to be supplied
Figure H. Exceedance of suspended-sediment concentration for one dredging scenario. To be supplied.

Operations and forecasting

At sea the plan meets the weather. We help operations teams decide when to go, with forecasts tuned to the site and limits tied to the vessel and the task.

What it covers

  • Site-specific operational forecasts of wind, waves, swell and currents
  • Workability and weather-window analysis for marine operations
  • Verification of forecasts against measurements
  • Operational limits for vessels and lifts, expressed in metocean terms
  • Metocean input to marine warranty: design criteria, alpha factors, forecast uncertainty
  • Decision support: thresholds, alerts and the uncertainty behind them

Questions it answers

  • What is the chance of a 36-hour window below 2 m next week?
  • Are the forecasts for this site biased in swell?
  • Which limit should the lift use, given the forecast uncertainty?

Typical deliverables

  • Forecast bulletins or data feeds
  • Workability tables
  • Forecast verification report
  • Operational criteria note
Figure J, to be supplied
Figure J. Forecast against measured Hs over one operation, with the ensemble spread. To be supplied.

Numerical modelling

Models are how we see where nobody has measured. We use established codes, set them up with care, and show how well they match what was observed.

What it covers

  • Spectral wave modelling: SWAN, MIKE 21 SW, WAVEWATCH III
  • Tide and surge modelling: Delft3D, D-Flow FM, MIKE 21 HD
  • Nested grids and flexible meshes, from the open sea to the quay
  • Bathymetry compilation from surveys and charts
  • Calibration and validation against measurements
  • Review of model studies set up by others

Questions it answers

  • Which model fits this question, and which would be overkill?
  • How fine does the grid need to be at the harbour entrance?
  • How far can we trust the model in a storm it was not calibrated on?

Typical deliverables

  • Model set-up and validation report
  • Model files, handed over with documentation
  • Results as maps, time series and data files
Figure K, to be supplied
Figure K. Computational grid over the bathymetry, refined towards the coast. To be supplied.

Expert review and due diligence

Sometimes the work exists and the question is whether it holds. We review metocean studies and data with the care we would give our own.

What it covers

  • Independent review of metocean reports, design bases and model studies
  • Technical due diligence for lenders, investors and buyers
  • Second opinions on contested design values
  • Gap analysis: what is missing before design or certification
  • Owner’s engineer support on metocean topics
  • Specifications for tenders, and evaluation of the bids

Questions it answers

  • Is this design basis fit for its purpose?
  • Why do two studies give different 50-year waves for the same site?
  • What will the certifier ask, and do we have the answer?

Typical deliverables

  • Review memorandum, findings ranked by consequence
  • Comment sheets
  • Clarification meetings with the original authors

Research and development

Past the edge of the detailed survey, the methods are still being worked out. We take part in applied research with institutes and specialist partners, and bring the results into project work.

What it covers

  • Applied research with research institutes and specialist consultants
  • Method development: statistics, data fusion, fast surrogate models where they help
  • Testing new data sources: satellite products, new sensors, new reanalyses
  • Joint industry projects and guidance documents

Questions it answers

  • Can satellite altimetry check a hindcast at this site?
  • Is there a better way to combine a short measurement with a long hindcast?

Typical deliverables

  • Research reports and papers
  • Methods and tools ready for use in projects

Training and knowledge transfer

A team that understands its metocean data is worth more than a report nobody opens. Training can be part of the work rather than an extra.

What it covers

  • Courses on wave statistics, extreme values, tides and hindcast data
  • Model training for in-house teams (SWAN, Delft3D, MIKE 21)
  • Working sessions next to your engineers, on a live project
  • Documentation and scripts handed over with the data

Questions it answers

  • How should our engineers read a metocean design basis?
  • Can our own team run the wave model next time?

Typical deliverables

  • Course material and worked examples on your own data
  • Recorded sessions

With you, not for you

A pilot boards the ship and brings it in together with the master, not instead of the master. That is how we work: projects carried out with the client, not for the client.

MetOcean Consult is an independent consultancy in the Netherlands, led by Marco Westra. We provide data, studies, modelling and forecasts for offshore, coastal and port projects.

We work with established models (SWAN, Delft3D, MIKE 21) and with long-term wind, wave and current data, our own or from third parties, always checked against measurements where they exist. When a project needs more hands or other expertise, we work with research institutes and specialist consultants.

Every project starts with a conversation about the question. Often the question changes a little in that conversation, and the work is better for it.

Contact

Write or call. A few lines on the site and the question are enough to start.

marco [at] metoceanconsult.com
+31 6 3310 2554

MetOcean Consult is based in the Netherlands and works on projects anywhere there is sea.

Weather risk and campaign planning software

A cable campaign is a chain of operations, and the weather breaks chains. We build dedicated software that runs a complete installation schedule through decades of metocean data, so the risk of delay is known before the vessels are booked.

What it covers

  • Sequential weather risk analysis: every activity waits for its own weather window, in the right order
  • Knock-on effects: one delayed operation shifts every operation behind it, and the software follows that through
  • Complex plans with many activities, vessels and spreads, each with its own limits on waves, wind, current and duration
  • Many simulated campaigns, one per historical start date, giving P50 and P90 durations instead of one guess
  • Comparison of plans: start month, vessel choice, operational limits, buffer days
  • Software built for the project and handed over, so the client's own planners can run new scenarios

Track recordDeveloped in the past for TenneT and 50Hertz, through Primo Marine.

Questions it answers

  • What is the P90 duration of the export cable campaign if we start in April instead of June?
  • Which single operation drives most of the waiting time?
  • How much weather downtime do we save by raising the limit from Hs 1.5 m to 2.0 m?
  • If trenching is late, what does that do to the burial and protection works behind it?

Typical deliverables

  • A dedicated weather risk tool, configured for the campaign
  • Duration and downtime statistics per activity and for the whole campaign
  • Scenario comparisons the planners can rerun themselves
Figure R, to be supplied
Figure R. Simulated campaign durations for every historical start date, with P50 and P90. To be supplied.

Nearshore and landfall modelling

Where the cable comes ashore, waves shoal, break and drive currents along and away from the beach. Here the details decide the design, so we model them in detail.

What it covers

  • Flow models for tidal, wind-driven and wave-driven currents
  • Spectral wave modelling with SWAN, from offshore down to the surf zone
  • Non-hydrostatic, time-domain wave modelling with SWASH, resolving individual waves
  • Wave transformation through the surf zone: shoaling, breaking, set-up and infragravity waves
  • Rip currents and longshore currents at and around the landfall
  • Near-bed nonlinear orbital velocities, with their skewness and asymmetry, for cable stability and burial design

Questions it answers

  • Which near-bed velocity should the cable crossing be designed for, wave by wave and not only on average?
  • Where along this beach do rip currents form, and how strong do they get?
  • How far offshore does the surf zone reach in a design storm, and at which water level?
  • Which of the candidate landfall locations is the calmest?

Typical deliverables

  • Wave and current fields at and around the landfall
  • Time series of near-bed velocities at the cable crossing
  • Design conditions for the landfall, with their uncertainty
Figure S, to be supplied
Figure S. SWASH snapshot of the surf zone at the landfall: waves, set-up and rip current. To be supplied.

New tools, old roots

This piece is on land, and that is deliberate. A chart shows where you stand. We use the newest AI-driven tools, and we are grounded in long experience of a field that is both traditional and changing fast.

Recent AI-driven developments let a small company take on the same large, complex projects as much larger firms: more analysis, more checking and more automation for the same team.

Being small means we are agile. We adapt faster, and we are more flexible in how a project is carried out than many larger competitors.

The tools are new. The judgement is not: it comes from years of metocean work, and it decides which results we trust.

Glossary

The terms on the other pieces of the chart.

ADCP
Acoustic Doppler current profiler: measures currents through the water column from the Doppler shift of sound reflected by particles in the water.
Air gap
The clearance between the highest expected crest, water level included, and the underside of a platform deck.
Alpha factor
A reduction applied to an operational limit to allow for forecast uncertainty in a weather-restricted marine operation. It depends on the operation’s duration and the forecast.
Altimetry
Satellite radar altimeters measure significant wave height from the shape of the returned pulse, and wind speed from its strength, along the ground track.
Bathymetry
The depth of the seabed over the area of interest, from surveys and charts. A nearshore wave or flow model is only as good as its bathymetry.
Beaufort scale
An empirical scale from 0 (calm) to 12 (hurricane force) relating wind speed to the observed state of the sea.
Bias
The mean difference between model and measurement. Easy to correct; worth understanding before correcting.
Bootstrapping
Resampling the data with replacement many times and refitting, to see how much the result moves. A practical way to put an uncertainty band on return values.
Buoy validation
Comparing model output with buoy measurements at the same time and place, and reporting bias, RMS error, scatter index and correlation.
Calibration
Tuning model parameters, such as bottom friction or wind drag, until the model matches measurements. Validation then tests it on data not used for the tuning.
Chart datum
The level to which charted depths and predicted tide heights are referred. In much of Europe it is LAT.
Crest elevation
The height of a wave crest above still water level. In steep or shallow-water waves it is more than half the wave height.
Current shear
The change of current speed or direction with height above the seabed. It matters for loads on piles, risers and cables.
Deep water
Depth greater than half the wavelength, where waves do not feel the seabed. The deep-water wavelength is gT²/2π, about 1.56 T² in metres.
Delft3D
Deltares’ modelling suite for flow, waves, sediment transport and water quality in coastal and estuarine waters. Its wave module is SWAN.
Depth-limited breaking
In shallow water, depth caps the wave height. The breaker index H/h is about 0.78 for a solitary wave; for Hs in a surf zone it is lower.
Design basis
The document that fixes the environmental conditions a structure is designed for, with their sources and methods. Designers and certifiers both work from it.
Diffraction
The spreading of wave energy sideways along the crest into the sheltered zone behind an obstacle, such as a breakwater.
Directional spreading
How wave energy at one frequency is spread over direction, often modelled as cos2s. Wide spreading means a short-crested sea; narrow spreading, long-crested swell.
Dispersion relation
ω² = gk tanh(kh). It ties wave period to wavelength and depth; longer waves travel faster.
Downtime
The time an operation waits for weather, estimated from persistence statistics of hindcast or measured data.
Ensemble forecast
A set of forecasts from slightly different starting conditions or model settings. Their spread is a measure of the forecast’s uncertainty.
Environmental contour
A line of combinations, such as Hs and Tp, with a given return period, used to pick design sea states for structures that respond to both.
Estuarine circulation
In an estuary, fresher river water flows seaward at the surface while denser seawater creeps landward along the bed. It traps sediment near the tip of the salt wedge.
Exceedance
The share of time a value is exceeded. An exceedance curve of Hs answers most first questions about a site.
Extreme value analysis
Fitting a distribution to the largest values in a record to estimate values for return periods longer than the record itself. The extrapolation is where the uncertainty lives.
Fetch
The distance over open water across which the wind blows from a roughly constant direction. With wind speed and duration, it limits how high waves can grow.
Floating LiDAR
A buoy carrying a laser wind profiler, measuring wind speed and direction up to rotor height without a fixed mast.
Generalised Pareto
The limiting distribution of exceedances above a high threshold: the natural partner of the POT method.
GEV
Generalised extreme value distribution: the limiting distribution of block maxima, such as annual maxima. Gumbel, Fréchet and reversed Weibull are its three types.
Group velocity
The speed at which wave energy travels. In deep water it is half the phase speed; in shallow water the two become equal.
Gumbel
The GEV with shape parameter zero. A straight line on Gumbel paper, and a common first choice for annual maxima.
Harmonic analysis
Fitting tidal constituents of known frequency to a water-level or current record, to separate the predictable tide from the rest.
Hindcast
A model run of the past, driven by analysed winds and pressures, that reconstructs long time series where no measurements exist.
Hm0
Significant wave height from the spectrum: 4√m0, where m0 is the variance of the sea-surface elevation, the area under the wave spectrum.
Hmax
The highest individual wave in a record. For a three-hour storm of about 1000 waves, the most probable Hmax is roughly 1.86 Hs (Rayleigh distribution).
Hs
Significant wave height. Classically H1/3, the mean of the highest third of the waves in a record. In deep water it is a few per cent below Hm0, and the two are often used interchangeably.
Infragravity waves
Long waves with periods of roughly 25 to 250 s, bound to wave groups or released at the shore. They drive harbour resonance and the motion of moored ships.
Inverse barometer
In equilibrium, sea level rises about 1 cm for each hPa drop in atmospheric pressure.
Joint probability
The probability of two variables occurring together, such as Hs with Tp, or waves with high water. Design often turns on the combination, not on either alone.
JONSWAP
Spectral shape from the Joint North Sea Wave Project (1973) for fetch-limited seas: a Pierson–Moskowitz spectrum with a sharper peak, set by the peak-enhancement factor γ, typically 3.3.
K1
Lunisolar diurnal constituent, period 23.93 hours. With O1 it dominates where the tide is diurnal or mixed.
Kd
Disturbance (or diffraction) coefficient: local wave height divided by incident wave height. The basic number of a harbour wave study.
LAT
Lowest astronomical tide: the lowest level that can be predicted under average meteorological conditions and any combination of astronomical conditions. A surge can still take the water below it.
M2
Principal lunar semidiurnal tidal constituent, period 12.42 hours. The largest constituent along most coasts, the North Sea included.
Magnetic variation
The angle between true north and magnetic north at a place. It changes slowly, so a chart gives it with a year and an annual change.
Metocean
Meteorological and oceanographic: wind, waves, currents, water level and the rest of the environment a structure or an operation meets at sea.
MIKE 21
DHI’s two-dimensional modelling suite, with modules for spectral waves (SW), hydrodynamics (HD) and more.
Morphodynamics
The coupled change of seabed and flow: currents and waves move sediment, the seabed changes, and the changed seabed alters the flow.
MSL
Mean sea level: the average water level over a long period, ideally a full 18.6-year nodal cycle.
Nesting
Running a fine model inside a coarser one that supplies its boundary conditions. It lets a port model feel the ocean outside it.
Non-tidal residual
Measured water level minus predicted tide. Mostly surge, plus seiches and errors in the prediction.
Persistence
Statistics of how long conditions stay above or below a threshold. Duration, not just frequency, sets the waiting time.
Pierson–Moskowitz
Spectrum of a fully developed sea in deep water: the wind has blown long enough, over a long enough fetch, that the waves no longer grow.
POT
Peaks over threshold: take independent storm peaks above a chosen threshold and fit them, usually with a generalised Pareto distribution. It uses more of the data than annual maxima do.
Radiation stress
The excess flux of momentum carried by waves. Where it changes, as in breaking, it pushes on the water: set-up and longshore currents.
Rayleigh distribution
The distribution of individual wave heights in a narrow-banded sea in deep water. It links Hs, Hmax and the other height statistics to the spectrum.
Reanalysis
A consistent reconstruction of past weather made with one fixed model and data-assimilation system, such as ECMWF’s ERA5. A common source of hindcast winds.
Refraction
The turning of wave crests as they travel over varying depth, or through currents. Crests tend to line up with the depth contours.
Return period
The average time between exceedances of a value. The 100-year wave has a 1 % chance of being exceeded in any one year, and about a 63 % chance in 100 years.
S2
Principal solar semidiurnal constituent, period exactly 12 hours. It beats with M2 to give spring and neap tides.
Sand waves
Large seabed bedforms built by tidal currents, metres high and a few hundred metres apart. They migrate slowly and can bury or expose a cable.
Scatter index
RMS error divided by the mean of the observations. A dimensionless measure of how much a model scatters about the measurements.
Scour
Erosion of the seabed where a structure speeds up the flow and adds turbulence. Around a monopile it can reach a depth of the order of the pile diameter.
Seiche
A standing oscillation of a basin, a harbour or a lake at its natural periods, from minutes to hours.
Shoaling
The change in wave height as waves move into shallower water and their group velocity changes. Heights first dip slightly, then grow until the waves break.
Spring–neap cycle
The fortnightly variation in tidal range, about 14.8 days, as M2 and S2 move in and out of phase.
Storm surge
The rise of water level above the predicted tide, caused by wind stress on the sea surface and by low atmospheric pressure.
SWAN
Simulating WAves Nearshore: a third-generation spectral wave model from TU Delft. It solves the wave action balance on a grid, shallow-water effects included.
Swell
Waves that have left the area where they were generated. Longer period, more regular, and able to cross ocean basins.
Third-generation model
A spectral wave model that computes wind input, nonlinear wave–wave interactions and whitecapping explicitly, without prescribing the spectral shape.
Tidal diamond
A lettered diamond marking a position for which the chart’s tidal stream table gives the direction and rate of the stream at each hour before and after high water.
Tm−1,0
Energy period, m−1/m0. Used for wave power and, in coastal engineering, for wave run-up and overtopping.
Tm02
Mean zero-crossing period from spectral moments, √(m0/m2). It approximates the mean period Tz found by counting zero-crossings in the record.
Tp
Peak period: the inverse of the frequency at which the wave spectrum has its maximum. It tells you which waves carry the most energy.
Turbidity
Cloudiness of water from suspended particles. It is measured optically and converted to suspended-sediment concentration by calibration against water samples.
Turbulence intensity
The standard deviation of wind speed over ten minutes divided by its mean. A key input for the fatigue loads on a turbine.
U10
Wind speed 10 m above the surface, the standard reference height. Usually a 10-minute mean; other averaging periods give other numbers.
Uncertainty band
The spread around a forecast or an estimate, at a stated probability. A number without one invites more confidence than the data support.
Under-keel clearance
The water left between a ship’s keel and the seabed. Squat, wave-induced motion and low water all reduce it, and it decides when a deep ship can use a channel.
Wave buoy
A floating instrument that records its own motion, by accelerometers or GPS, from which the wave spectrum and wave direction are derived.
Wave rose
A polar diagram of how often waves of each height class come from each direction sector. Waves are named after the direction they come from.
Wave set-up
The rise of mean water level in the surf zone, caused by the gradient in radiation stress as waves break.
Wave spectrum
The distribution of wave variance over frequency, and in its directional form over direction too. Most wave statistics are its moments.
Wave steepness
Wave height divided by wavelength. Individual waves break near 1/7; young wind seas are steep, old swell is gentle.
WAVEWATCH III
NOAA’s third-generation spectral wave model, widely used for global and regional wave forecasts and hindcasts.
Weather window
A continuous period in which conditions stay within the limits of an operation for long enough to finish it.
Weibull
A two- or three-parameter distribution often fitted to wind speeds and wave heights, both to the whole record and to storm peaks.
Wind sea
Waves still being driven by the local wind. Short, steep, and running with the wind.
Wind shear
The increase of wind speed with height, often described by a power law or a logarithmic profile. Both depend on atmospheric stability and sea-surface roughness.
Workability
The share of time an operation can go ahead within its limits. It is lower than a simple exceedance suggests, because an operation also needs time to finish.