Wind Energy Handbook. Michael Barton Graham

Wind Energy Handbook - Michael Barton Graham


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trees or buildings. It also depends on the thermal behaviour of the atmosphere: for example, if the air near to the ground warms up on a sunny day, it may become buoyant enough to rise up through the atmosphere, causing a pattern of convection cells that are experienced as large‐scale turbulent eddies.

      The principal effects governing the properties of the boundary layer are the strength of the geostrophic wind, the surface roughness, Coriolis effects due to the earth's rotation, and thermal effects.

      The influence of thermal effects can be classified into three categories: stable, unstable, and neutral stratification. Unstable stratification occurs when there is a lot of surface heating, causing warm air near the surface to rise. As it rises, it expands due to reduced pressure and therefore cools adiabatically. If the cooling is not sufficient to bring the air into thermal equilibrium with the surrounding air, then it will continue to rise, giving rise to large convection cells. The result is a thick boundary layer with large‐scale turbulent eddies. There is a lot of vertical mixing and transfer of momentum, resulting in a relatively small change of mean wind speed with height.

      If the adiabatic cooling effect causes the rising air to become colder than its surroundings, its vertical motion will be suppressed. This is known as stable stratification. It often occurs on cold nights when the ground surface is cold. In this situation, turbulence is dominated by friction with the ground, and wind shear (the increase of mean wind speed with height) can be large.

      In the neutral atmosphere, adiabatic cooling of the air as it rises is such that it remains in thermal equilibrium with its surroundings. This is often the case in strong winds, when turbulence caused by ground roughness causes sufficient mixing of the boundary layer. For wind energy applications, neutral stability is usually the most important situation to consider, particularly when considering the turbulent wind loads on a turbine, because these are largest in strong winds. Nevertheless, unstable conditions can be important because they can result in sudden gusts from a low level, and stable conditions can give rise to significant asymmetric loadings due to high wind shear. There can also be large veer (change in wind direction with height) in this situation.

      In the following sections, a series of relationships are presented that describe the properties of the atmospheric boundary layer, such as turbulence intensities, spectra, length scales, and coherence functions. These relationships are partly based on theoretical considerations and partly on empirical fits to a wide range of observations from many researchers taken in various conditions and in various locations.

      The Coriolis parameter f is defined as

      (2.7)f equals 2 upper Omega sine left-parenthesis StartAbsoluteValue lamda EndAbsoluteValue right-parenthesis

Type of terrain Roughness length zo (m)
Cities, forests 0.7
Suburbs, wooded countryside 0.3
Villages, countryside with trees and hedges 0.1
Open farmland, few trees and buildings 0.03
Flat grassy plains 0.01
Flat desert, rough sea 0.001

      where Ω is the angular velocity of the earth's rotation, and λ is the latitude. In temperate latitudes, the height of the boundary layer is given by

      but it is clear from the division that this and the subsequent derivations cannot be valid at the equator, where f = 0, so a pragmatic recommendation is to use a latitude of 22.5° for all tropical regions. Here u* is known as the friction velocity, given by

      where κ is the von Karman constant (approximately 0.4), z is the height above ground, and zo is the surface roughness length. Ψ is a function that depends on stability: it is negative for unstable conditions, giving rise to low wind shear, and positive for stable conditions, giving high wind shear. For neutral conditions, ESDU (1985) gives Ψ = 34.5fz/u*, which is small compared to ln(z/zo) for situations of interest here. If Ψ is ignored, the wind shear is then given by a logarithmic wind profile:

      (2.10)ModifyingAbove upper U With bar left-parenthesis z right-parenthesis proportional-to ln left-parenthesis z slash z Subscript normal o Baseline right-parenthesis

      A power law approximation,

      (2.11)ModifyingAbove upper U With bar left-parenthesis z right-parenthesis proportional-to z Superscript normal alpha

      is often used, where the exponent α is typically about 0.14 onshore and lower offshore but varies with the type of terrain. However, the value of α should also depend on the height interval over which the expression is applied, making this approximation less useful than the logarithmic profile.

      The wind turbine design standards typically specify that a given exponent should be used; the International Electrotechnical Commission (IEC) and Germanischer Lloyd (GL) standards, for example, specify an exponent of α = 0.20 for normal wind conditions onshore and α = 0.14 for normal wind conditions offshore. Both standards specify an exponent of α = 0.11 for extreme wind conditions (onshore and offshore). For conservatism, edition 4 of the IEC standard (IEC 61400‐1 2019) allows a higher exponent (0.3) to be used for turbines of ‘medium’ size (swept area from 200 to 1000 m2).


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