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Concrete pours and groundworks: managing wind in construction

Wind impacts concrete curing, dust control, and site safety. Understanding mean speed, gust spread, and their interaction with temperature and humidity is critical for planning and execution.

10 min readUpdated Verified · google/gemini-2.5-flash-liteIndustries
SECTOR

Construction

INSTRUMENT PRESETS
Site engineerConcrete contractorGroundworker
KEY WIND RISKS
  • Wind drying concrete too fast
  • Plastic shrinkage cracking
  • Dust and silt in gusts
  • Cold wind chill on fresh pours
  • Formwork and temporary works in storms
SEE THIS AT YOUR SITE Clonmel · Co. Tipperary
ON THIS PAGE
  1. Decisions and thresholds
  2. Why wind decides this work
  3. The decisions and the numbers
  4. Height and where the wind is actually measured
  5. Gusts, turbulence and timing
  6. Reading the odds: ensemble forecasts for confidence
  7. Ireland specifics: wind, rain, and plastic shrinkage
  8. A worked day: hour-by-hour example
  9. How to set this up in The Wind Agent
  10. Questions
  11. Sources

Decisions and thresholds

The questionMetricCommonly cited thresholds*Instrument
Is it a good day for a large pour?

Look at wind speed together with temperature and humidity to judge drying rates. Plan large exposed slab pours for calmer, cooler and more humid windows. The Agreement Spine can highlight periods where models agree on low wind, reducing planning uncertainty.

Mean speed
  • 10 mph mean speedCommonly cited in concrete practice guidance for evaporation riskCombined with temperature and humidity; Always follow your own site rules and the equipment manual.
  • 15 mph mean speedACI 305R-10 Guide to Hot Weather ConcretingHigher speeds increase evaporation even at moderate temperatures.
windops mode
Is wind an issue for dust suppression or site cleanliness?

Set a gust limit at the relevant height (e.g., 2 m for ground-level dust). Use the exceedance fan to see the probability of gusts breaching this limit, especially during earthworks or demolition. The fleet board can show conditions across multiple active sites.

Gust
  • 15 mph gust · 2 mEnvironmental Protection Agency (EPA) guidance for dust controlGusts can lift fine particles, requiring increased suppression measures.
  • 20 mph gust · 2 mConstruction site environmental management plansAbove this, dust control measures may become ineffective or require cessation of dust-generating activities.
windops mode
Are temporary works or formwork at risk from high winds?

Input the design limits for your temporary works into the instrument. Monitor the P90 wind speed and gust forecasts. Set alerts for when these approach your thresholds, allowing time for securing or dismantling. The grounded agent can provide on-site measurements for validation.

Mean speed
  • 30 mph mean speed · 10 mCommonly cited in temporary works design codes (e.g., BS 5975)Specific limits depend on the structure's design, exposure, and stage of construction. Always consult design documents.
  • 40 mph gust · 10 mIndustry best practice for securing loose materialsGusts above this can dislodge unsecured items, posing a safety hazard.
windops mode

* Commonly cited — not a statutory limit. Thresholds are attributed to who commonly uses them. Set your limit from your own procedure, equipment document or instructor; the instrument opens with the first figure only as a starting point.

01Why wind decides this work

Wind is a critical environmental factor in concrete pours and groundworks, influencing both the quality of the finished product and the safety of site operations. For concrete, wind accelerates the evaporation of moisture from the surface, especially when combined with low humidity and high temperatures. This rapid drying can lead to plastic shrinkage cracking, a common defect that compromises the durability and aesthetic of the concrete.

In groundworks, wind is a primary driver of dust and particulate matter dispersion. Activities such as excavation, material handling, and vehicle movements can generate significant dust, which, when carried by wind, can impact air quality, visibility, and neighbouring properties. Effective dust suppression strategies are heavily dependent on understanding wind speed and direction.

Furthermore, wind imposes significant structural loads on temporary works, formwork, and partially constructed elements. High winds can destabilise structures, dislodge materials, and create hazardous working conditions, necessitating careful planning and adherence to design specifications. Cold winds can also accelerate the cooling of fresh concrete, potentially affecting its strength development and requiring protective measures.

Ignoring wind conditions can result in costly rework, environmental penalties, and serious safety incidents. The Wind Agent provides the necessary data to anticipate and mitigate these risks.

02The decisions and the numbers

Decisions on concrete pours and groundworks are often guided by specific wind thresholds, which vary depending on the task and material. For concrete pours, a commonly cited threshold for evaporation risk is a mean wind speed of 10 mph (approximately 4.5 m/s) at the surface, especially when combined with high temperatures and low humidity. Above this, the risk of plastic shrinkage cracking increases significantly. The American Concrete Institute (ACI) guidance, for instance, highlights how even moderate wind speeds (e.g., 15 mph) can lead to high evaporation rates, necessitating protective measures like windbreaks or fogging.

For dust suppression, many environmental management plans cite gust speeds above 15 mph (approximately 6.7 m/s) at ground level as a trigger for enhanced dust control, such as increased watering or cessation of dust-generating activities. When gusts exceed 20 mph (approximately 8.9 m/s), it may become impractical to control dust effectively, leading to potential breaches of environmental permits.

Temporary works and formwork have design-specific wind limits. A general industry benchmark for securing loose materials or ceasing work on exposed structures might be mean wind speeds exceeding 30 mph (approximately 13.4 m/s) or gusts over 40 mph (approximately 17.9 m/s) at 10 m height. These are not universal and must be confirmed with structural engineers and project documentation. The Wind Agent allows you to input these specific limits and monitor the forecast against them.

Meteogram Clonmel
CHART LOADINGmeteogramReading Clonmel…

The meteogram shows forecast mean wind speed and gust for the next days. Look for periods where both are low for critical operations.

03Height and where the wind is actually measured

Wind speed varies significantly with height above ground due to surface friction. This is described by the wind shear profile, often modelled using a logarithmic or power law. Most meteorological forecasts and observations, including those from Met Éireann, report wind speeds at a standard height of 10 metres above ground level (AGL). However, many construction activities, particularly concrete pours and groundworks, occur much closer to the surface.

For instance, the wind affecting a concrete slab pour is typically measured at or near 0.5 to 2 metres AGL. At these lower heights, wind speeds will be considerably less than the 10-metre forecast, but their impact on evaporation can still be substantial. Conversely, for tall formwork or temporary structures, the effective height for wind loading might be much higher than 10 metres.

The Wind Agent's Shear Glass feature allows you to visualise wind speeds at different heights, such as 10 m, 80 m, 120 m, and 180 m, based on the modelled shear profile. While it does not provide specific ground-level measurements, it helps to understand the general reduction in wind speed closer to the surface. For precise ground-level data, an on-site anemometer or the grounded agent is recommended, with its readings then compared against the 10 m forecast to identify local effects.

Shear heatmap Clonmel
CHART LOADINGshear_heatmapReading Clonmel…

The shear heatmap shows how wind speed changes with height over time, highlighting periods of strong shear or calm at different levels.

04Gusts, turbulence and timing

Gusts are transient peaks in wind speed, typically lasting a few seconds, that exceed the mean wind speed. They are a critical factor in construction because they represent the maximum instantaneous force exerted on structures and the maximum potential for dust dispersion. The gust factor (gust speed divided by mean speed) indicates the level of turbulence. Over open, flat terrain, the gust factor is commonly around 1.2 to 1.3. However, on a construction site with buildings, stockpiles, and varied terrain, the airflow becomes highly turbulent, and the gust factor can easily rise to 1.5 or higher.

High gust factors mean that even with a moderate mean wind speed, there can be sudden, powerful gusts that pose risks. For example, a mean wind of 10 mph with a gust factor of 1.2 gives gusts of 12 mph. The same mean wind with a gust factor of 1.6 yields gusts of 16 mph, a 33% increase in peak force. This difference can be critical for concrete curing, where sudden drying can initiate cracks, or for dust control, where a strong gust can lift a plume of material.

Timing operations to avoid periods of high gustiness is crucial. The Wind Agent provides distinct mean and gust forecasts, allowing site managers to assess the full wind profile. The gust factor chart helps in understanding the local turbulence characteristics.

Gust factor Clonmel
CHART LOADINGgust_factorReading Clonmel…

The gust factor chart shows the ratio of gust to mean wind speed, indicating periods of higher turbulence.

05Reading the odds: ensemble forecasts for confidence

Weather forecasts are inherently uncertain, especially for specific locations and precise timings. Relying on a single model run can lead to unexpected conditions on site. Ensemble forecasts address this by running the weather model multiple times with slightly varied initial conditions and physical parameters. This generates a range of possible outcomes, known as ensemble members, rather than a single deterministic prediction.

For construction planning, understanding this range is vital. The Wind Agent's exceedance fan and ensemble plume charts display these ensemble members. For instance, if a concrete pour requires wind speeds below 10 mph, the exceedance fan will show the probability of exceeding this limit. If 80% of the ensemble members predict wind speeds below 10 mph, there is a higher confidence in proceeding than if only 30% do.

This probabilistic approach allows for more informed risk management. A site engineer can decide to proceed with a pour if the probability of exceeding a critical wind speed is low (e.g., less than 20%). Conversely, if the ensemble shows a wide spread of outcomes, indicating high uncertainty, or a high probability of exceeding a limit, it signals a need for caution, contingency planning, or rescheduling. The Agreement Spine further helps by showing consensus across different models, adding another layer of confidence.

Ensemble plume Clonmel
CHART LOADINGensemble_plumeReading Clonmel…

The ensemble plume shows the range of forecast wind speeds from multiple model runs, indicating forecast uncertainty.

06Ireland specifics: wind, rain, and plastic shrinkage

Irish groundworks and concrete pours frequently contend with challenging weather conditions. The island's exposure to Atlantic weather systems means frequent wind and rain, which, while often providing natural curing conditions for concrete, can also bring periods of high wind leading to rapid drying or dust issues. Cold winter winds on exposed sites, such as coastal housing developments, can significantly increase the chill factor on fresh concrete, slowing hydration and requiring insulation or heating.

One specific risk in Ireland is plastic shrinkage cracking during dry, breezy spring and early summer days. While temperatures may not be excessively high, the combination of moderate wind speeds, lower humidity, and solar radiation can lead to rapid surface evaporation from fresh concrete. This is particularly prevalent on large, exposed slab pours where the surface area for evaporation is maximised. For example, a day with 15°C, 60% humidity, and a 10 mph wind can still present a high risk of plastic shrinkage.

Site managers in Ireland must pay close attention to the interaction of wind with other meteorological parameters. The Wind Agent's ability to show wind alongside temperature and humidity provides a comprehensive picture, allowing for proactive measures such as applying curing compounds, using windbreaks, or scheduling pours for more favourable windows. Understanding the local climatology and typical wind patterns for specific regions, such as the more exposed west coast, is also crucial.

07A worked day: hour-by-hour example

Consider a planned concrete pour for a 100 m² slab on an exposed site. The site engineer has set a mean wind speed limit of 10 mph (4.5 m/s) at 2 m height for acceptable evaporation rates. Let's look at a hypothetical forecast from The Wind Agent for a Tuesday:

Time10 m Mean Wind (mph)10 m Gust (mph)Est. 2 m Mean Wind (mph)Temperature (°C)Humidity (%)Pour Decision
08:0081251085Proceed
09:0091461180Proceed
10:00121881375Proceed with caution (monitor)
11:001522101570High risk (consider windbreaks/delay)
12:001826121665Delay/Stop (above limit)
13:001624111668Delay/Stop (above limit)
14:00101571578Re-assess (wind dropping)

This is a hypothetical example for illustrative purposes only.

Using a typical power-law profile (exponent 0.15 for open terrain), a 10 mph wind at 10 m might be approximately 6.7 mph at 2 m. If the forecast shows 15 mph at 10 m, the 2 m wind could be around 10 mph, reaching the limit. The engineer sees that from 11:00 to 13:00, the 2 m wind speed is forecast to be at or above the 10 mph limit, coupled with rising temperatures and falling humidity, indicating a high risk of plastic shrinkage. The decision is made to start the pour early and complete it by 10:30, or to delay until the afternoon when winds are forecast to drop, ensuring windbreaks are ready for the morning pour if it proceeds. This proactive approach, informed by the hourly forecast, mitigates the risk.

Diurnal cycle Clonmel
CHART LOADINGdiurnal_cycleReading Clonmel…

The diurnal cycle chart shows typical daily wind patterns, helping to plan work for calmer parts of the day.

08How to set this up in The Wind Agent

To effectively use The Wind Agent for concrete pours and groundworks, configure it for the 'windops' instrument mode. This mode is designed for general site operations and allows for flexible height and metric settings.

  1. Select your persona: Choose 'Site Engineer' or 'Concrete Contractor' for relevant default settings and alerts.
  2. Set your default height: For concrete pours, set a height of 2 metres for evaporation risk. For temporary works, use 10 metres or the specific design height. The Shear Glass will then show you wind at this height.
  3. Define your limits: Input your critical wind speed thresholds. For example, a 10 mph mean wind speed for concrete pours, or 20 mph gust speed for dust control. These limits will be displayed on the forecast charts and used for alerts.
  4. Configure alerts: Set up email or push notifications for when forecast wind speeds or gusts are predicted to exceed your defined limits. This provides timely warnings for critical operations.
  5. Use the Fleet Board: If managing multiple sites, the fleet board provides an overview of wind conditions across all locations, allowing for centralised monitoring and resource allocation.
  6. Record evidence: The instrument automatically logs forecast and observed conditions. This evidence can be invaluable for post-event analysis, dispute resolution, or demonstrating compliance with environmental and safety regulations.

By systematically setting up these parameters, The Wind Agent becomes a proactive tool for managing wind-related risks on your construction projects.

Questions

What is plastic shrinkage cracking and how does wind cause it?

Plastic shrinkage cracking occurs when the surface of fresh concrete dries too quickly, before the concrete has gained sufficient strength to resist tensile stresses. Wind accelerates the evaporation of bleed water from the concrete surface. If the rate of evaporation exceeds the rate at which bleed water can rise to the surface, the surface shrinks, leading to cracks. These cracks are typically shallow and irregular, often forming a map-like pattern.

How can I mitigate wind effects on concrete pours?

Several measures can mitigate wind effects. Using windbreaks around the pour area is highly effective in reducing surface wind speed. Applying a monomolecular film or evaporation retarder to the surface can slow down moisture loss. Fogging the air above the concrete can increase ambient humidity. Curing compounds should be applied as soon as the surface water sheen disappears to seal the surface and prevent further evaporation. Scheduling pours for periods of lower wind, cooler temperatures, and higher humidity is also a key strategy.

What is the difference between mean wind and gust wind in construction?

Mean wind speed is the average wind speed over a specified period, typically 10 minutes. Gust wind speed is the maximum instantaneous wind speed recorded during that same period. For construction, mean wind is important for assessing general conditions and average loads, while gust wind is critical for understanding peak forces on structures, potential for dislodging materials, and the effectiveness of dust suppression, as gusts represent sudden, powerful impacts.

Why is wind speed at 10 m different from ground level, and which one should I use?

Wind speed increases with height above the ground due to friction from the surface. Meteorological forecasts typically provide wind speeds at 10 metres (standard height). For ground-level activities like concrete pours or dust control, the actual wind speed at 0-2 metres will be significantly lower. You should use the wind speed relevant to the height of your activity. While The Wind Agent provides 10 m forecasts, its Shear Glass feature helps visualise how wind speed reduces closer to the ground, and for critical ground-level operations, on-site measurements can be compared.

How does wind direction affect groundworks and dust control?

Wind direction is crucial for dust control as it dictates where dust plumes will travel. Knowing the prevailing wind direction allows site managers to position dust suppression equipment, such as water cannons or screens, effectively. It also helps in planning excavation or demolition activities to minimise impact on sensitive receptors downwind, such as residential areas or schools. For concrete pours, wind direction relative to the pour area can influence the effectiveness of windbreaks.

SOURCES

  1. ACI 305R-10 Guide to Hot Weather Concreting
  2. BS 5975:2019 Code of practice for temporary works procedures and the permissible stress design of falsework and formwork
  3. Environmental Protection Agency (EPA) Ireland - Best Practice Guidelines for the Irish Construction Industry
  4. Met Éireann - Weather Knowledge Centre

Thresholds on this page are commonly cited figures, attributed to their source — never statutory limits. Modelled forecasts are planning support, not on-site measurement.