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Log wind profile

From Wikipedia, the free encyclopedia
Wind model

Thelog wind profile is a semi-empirical relationship commonly used to describe thevertical distribution of horizontalmeanwind speed within the lowest portion of theplanetary boundary layer (PBL).[1]Thelogarithmic profile of wind speeds is generally limited to the lowest 100 m of the atmosphere (i.e., thesurface layer of theatmospheric boundary layer). The rest of the atmosphere is composed of the remaining part of the PBL (up to around 1 km) and thetroposphere or free atmosphere. In the free atmosphere,geostrophic wind relationships should be used, instead.

Formulation

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The equation to estimate the mean wind speed (uz{\displaystyle u_{z}}) at heightz{\displaystyle z} (meters) above the ground is:

uz=uκ[ln(zdz0)+ψ(z,z0,L)]{\displaystyle u_{z}={\frac {u_{*}}{\kappa }}\left[\ln \left({\frac {z-d}{z_{0}}}\right)+\psi (z,z_{0},L)\right]}

whereu{\displaystyle u_{*}} is thefriction velocity (m s−1),κ{\displaystyle \kappa } is theVon Kármán constant (~0.41),d{\displaystyle d} is the zero plane displacement (in metres),z0{\displaystyle z_{0}} is thesurface roughness (in meters), andψ{\displaystyle \psi } is astability term whereL{\displaystyle L} is theObukhov length fromMonin-Obukhov similarity theory. Underneutral stability conditions,z/L=0{\displaystyle z/L=0} andψ{\displaystyle \psi } drops out and the equation is simplified to,

uz=uκ[ln(zdz0)]{\displaystyle u_{z}={\frac {u_{*}}{\kappa }}\left[\ln \left({\frac {z-d}{z_{0}}}\right)\right]}.

Zero-plane displacement (d{\displaystyle d}) is the height in meters above the ground at which zero mean wind speed is achieved as a result of flow obstacles such as trees or buildings. This displacement can be approximated as2/3 to3/4 of the average height of the obstacles.[2] For example, if estimating winds over a forest canopy of height 30 m, the zero-plane displacement could be estimated as d = 20 m.

Roughness length (z0{\displaystyle z_{0}}) is a corrective measure to account for the effect of the roughness of a surface on wind flow. That is, the value of the roughness length depends on the terrain. The exact value is subjective and references indicate a range of values, making it difficult to give definitive values. In most cases, references present a tabular format with the value ofz0{\displaystyle z_{0}} given for certain terrain descriptions. For example, for very flat terrain (snow, desert) the roughness length may be in the range 0.001 to 0.005 m.[2] Similarly, for open terrain (grassland) the typical range is 0.01-0.05 m.[2] For cropland, and brush/forest the ranges are 0.1-0.25 m and 0.5-1.0 m respectively. When estimating wind loads on structures the terrains may be described as suburban or dense urban, for which the ranges are typically 0.1-0.5 m and 1-5 m respectively.[2]

In order to estimate the mean wind speed at one height (z2{\displaystyle {{z}_{2}}}) based on that at another (z1{\displaystyle {{z}_{1}}}), the formula would be rearranged,[2]

u(z2)=u(z1)ln((z2d)/z0)ln((z1d)/z0){\displaystyle u({{z}_{2}})=u({{z}_{1}}){\frac {\ln \left(({{z}_{2}}-d)/{{z}_{0}}\right)}{\ln \left(({{z}_{1}}-d)/{{z}_{0}}\right)}}},

whereu(z1){\displaystyle u({{z}_{1}})} is the mean wind speed at heightz1{\displaystyle {{z}_{1}}}.

Limits

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The log wind profile is generally considered to be a more reliable estimator of mean wind speed than thewind profile power law in the lowest 10–20 m of the planetary boundary layer. Between 20 m and 100 m both methods can produce reasonable predictions of mean wind speed in neutral atmospheric conditions. From 100 m to near the top of the atmospheric boundary layer the power law produces more accurate predictions of mean wind speed (assuming neutral atmospheric conditions).[3]

The neutral atmospheric stability assumption discussed above is reasonable when the hourly mean wind speed at a height of 10 m exceeds 10 m/s where turbulent mixing overpowers atmospheric instability.[3]

Applications

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Log wind profiles are generated and used in manyatmospheric pollution dispersion models.[4]

See also

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References

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  1. ^Oke, T.R. (1987).Boundary Layer Climates. Methuen.
  2. ^abcdeHolmes JD. Wind Loading of Structures. 3rd ed. Boca Raton, Florida: CRC Press; 2015.
  3. ^abCook, N.J. (1985).The designer's guide to wind loading of building structures: Part 1. Butterworths.
  4. ^Beychok, Milton R. (2005).Fundamentals Of Stack Gas Dispersion (4th ed.). author-published.ISBN 0-9644588-0-2.
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