ASTM D5741-96(2017)
(Practice)Standard Practice for Characterizing Surface Wind Using a Wind Vane and Rotating Anemometer
Standard Practice for Characterizing Surface Wind Using a Wind Vane and Rotating Anemometer
SIGNIFICANCE AND USE
5.1 This practice will characterize the distribution of wind with a maximum of utility and a minimum of archive space. Applications of wind data to the fields of air quality, wind engineering, wind energy, agriculture, oceanography, forecasting, aviation, climatology, severe storms, turbulence and diffusion, military, and electrical utilities are satisfied with this practice. When this practice is employed, archive data will be of value to any of these fields of application. The consensus reached for this practice includes representatives of instrument manufacturers which provides a practical acceptance of these theoretical principles used to characterize the wind.
SCOPE
1.1 This practice covers a method for characterizing surface wind speed, wind direction, peak one-minute speeds, peak three-second and peak one-minute speeds, and standard deviations of fluctuation about the means of speed and direction.
1.2 This practice may be used with other kinds of sensors if the response characteristics of the sensors, including their signal conditioners, are equivalent or faster and the measurement uncertainty of the system is equivalent or better than those specified below.
1.3 The characterization prescribed in this practice will provide information on wind acceptable for a wide variety of applications.
Note 1: This practice builds on a consensus reached by the attendees at a workshop sponsored by the Office of the Federal Coordinator for Meteorological Services and Supporting Research in Rockville, MD on Oct. 29–30, 1992.
1.4 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Designation: D5741 − 96 (Reapproved 2017)
Standard Practice for
Characterizing Surface Wind Using a Wind Vane and
Rotating Anemometer
This standard is issued under the fixed designation D5741; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope 2. Referenced Documents
2.1 ASTM Standards:
1.1 Thispracticecoversamethodforcharacterizingsurface
D1356Terminology Relating to Sampling and Analysis of
wind speed, wind direction, peak one-minute speeds, peak
Atmospheres
three-second and peak one-minute speeds, and standard devia-
D5096Test Method for Determining the Performance of a
tions of fluctuation about the means of speed and direction.
Cup Anemometer or Propeller Anemometer
1.2 This practice may be used with other kinds of sensors if
D5366Test Method for Determining the Dynamic Perfor-
the response characteristics of the sensors, including their
mance of a Wind Vane
signal conditioners, are equivalent or faster and the measure-
ment uncertainty of the system is equivalent or better than
3. Terminology
those specified below.
3.1 Discussion—For terms that are not defined herein, refer
1.3 The characterization prescribed in this practice will to Terminology D1356.
provide information on wind acceptable for a wide variety of
3.2 Definitions of Terms Specific to This Standard:
applications.
3.2.1 aerodynamic roughness length (z , m )—a character-
istic length representing the height above the surface where
NOTE 1—This practice builds on a consensus reached by the attendees
at a workshop sponsored by the Office of the Federal Coordinator for extrapolation of wind speed measurements, below the limit of
Meteorological Services and Supporting Research in Rockville, MD on
profile validity, would predict the wind speed would become
Oct. 29–30, 1992.
zero (1). It can be estimated for direction sectors from a
1.4 The values stated in SI units are to be regarded as landscape description.
standard. No other units of measurement are included in this
3.2.2 damped natural wavelength (λ , m)—a characteristic
d
standard.
ofawindvaneempiricallyrelatedtothedelaydistanceandthe
damping ratio. See Test Method D5366 for test methods to
1.5 This standard does not purport to address all of the
determine the delay distance and equations to estimate the
safety concerns, if any, associated with its use. It is the
damped natural wavelength.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
3.2.3 damping ratio (η, dimensionless)—the ratio of the
bility of regulatory limitations prior to use.
actualdamping,relatedtotheinertial-drivenovershootofwind
1.6 This international standard was developed in accor- vanes to direction changes, to the critical damping, the fastest
dance with internationally recognized principles on standard- response where no overshoot occurs. See Test Method D5366
ization established in the Decision on Principles for the for test methods and equations to determine the damping ratio
Development of International Standards, Guides and Recom- of a wind vane.
mendations issued by the World Trade Organization Technical
3.2.4 distance constant (L, m)—the distance the air flows
Barriers to Trade (TBT) Committee.
past a rotating anemometer during the time it takes the cup
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
ThispracticeisunderthejurisdictionofASTMCommitteeD22onAirQuality contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
and is the direct responsibility of Subcommittee D22.11 on Meteorology. Standards volume information, refer to the standard’s Document Summary page on
Current edition approved March 15, 2017. Published March 2017. Originally the ASTM website.
approved in 1996. Last previous edition approved in 2011 as D5741 – 96 (2011). The boldface numbers in parentheses refers to the list of references at the end
DOI: 10.1520/D5741-96R17. of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D5741 − 96 (2017)
wheelorpropellertoreach(1−1⁄e)or63%oftheequilibrium 4. Summary of Practice
speed after a step change in wind speed. See Test Method
4.1 Siting of the Wind Sensors:
D5096.
4.1.1 The wind sensor location will be identified by an
3.2.5 maximum operating speed (u , m/s)—as related to unambiguous label which will include either the longitude and
m
anemometer,thehighestspeedaswhichthesensorwillsurvive
latitude with a resolution of1sofarc (about 30 m or less) or
the force of the wind and perform within the accuracy a station number which will lead to that information in the
specification. station description file. When redundant sensors or microscale
network stations (for example, airport runway sensors) are
3.2.6 maximum operating speed (u , m/s)—as related to
m
available, they will have individual labels which unambigu-
wind vane, the highest speed at which the sensor will survive
ously identify the data they produce.
the force of the wind and perform within the accuracy
4.1.2 The anemometer and wind vane shall be located at a
specification.
10-m height above level or gently sloping terrain with an open
3.2.7 standard deviation of wind direction (σ , degrees)—
θ
fetch of at least 150 m in all directions, with the largest fetch
the unbiased estimate of the standard deviation of wind
possible in the prevailing wind direction. Compromise is
direction samples about the mean horizontal wind direction.
frequently recognized and acceptable for some sites. Obstacles
The circular scale of wind direction with a discontinuity at
in the vicinity should be at least ten times their own height
north may bias the calculation when the direction oscillates
distant from the wind sensors.
about north. Estimates of the standard deviation such as
4.1.3 Thewindsensorsshallpreferablybelocatedontopof
suggested by (2, 3) are acceptable.
a solitary mast. If side mounting is necessary, the boom length
3.2.8 standard deviation of wind speed (σ , m/s)—the esti-
u
shouldbeatleastthreetimesthemastwidth.Intheundesirable
mateofthestandarddeviationofwindspeedsamplesaboutthe
case that locally no open terrain is available and the measure-
mean wind speed.
ment is to be made above some building, then the wind sensor
3.2.9 starting threshold (u , m/s)—as related to heightabovetherooftopshouldbeatleast1.5timesthelesser
anemometer, the lowest speed at which the sensor begins to of the maximum building height and the maximum horizontal
turn and continues to turn and produces a measurable signal dimension of the major roof surface. In this case, the station
whenmountedinitsnormalposition(seeTestMethodD5096). description file shall indicate the height above ground level
(AGL) of the highest part of the building, the height of the
3.2.10 starting threshold(u ,m/s)—as related to system,the
wind sensors above ground, AGL, and the height of the wind
indicated wind speed when the anemometer is at rest.
sensors above roof level. Site characteristics shall be docu-
3.2.11 starting threshold(u ,m/s)—as related to wind vane,
mented in sectors no greater than 45 degrees nor smaller than
the lowest speed at which the vane can be observed or
30 degrees in width around the wind sensors. The near terrain
measured moving from a 10° offset position in a wind tunnel
may be characterized with photographs, taken at wind sensor
(see Test Method D5366).
height if possible, aimed radially outward at labeled central
3.2.12 wind direction (θ,degrees)—thedirection,referenced
angles, with respect to true north. Average roughness of the
to true north, from which air flows past the sensor location if
nearest 3 km of each sector shall be characterized according to
the sensor or other obstructions were absent. The wind direc-
the roughness class as tabulated above (4). The z numbers in
tion distribution is characterized over each 10-min period with
Table 1 are typical and not precise statements.
a scalar (non-speed weighted) mean, standard deviation, and
4.1.4 Importantterrainfeaturesatdistanceslargerthan3km
the direction of the peak 1-min average speed. The circular
(hills, cities, lakes, and so forth, within 20 km) shall be
direction range, with its discontinuity at north, requires special
identified by sector and distance.Additional information, such
attention in the averaging process. A unit vector method is an
as aerial photographs, maps, and so forth, pertinent to the site,
acceptable solution to this problem.
is recommended to be added to the basic site documentation.
3.2.12.1 Discussion—Wind vane direction systems provide
NOTE 2—Cameras using 35-mm film in the landscape orientation will
outputswhenthewindspeedisbelowthestartingthresholdfor
have the following theoretical focal length to field angle relationships:
thevane.Forthispractice,reportthecalculatedvalues(see4.3
50 mm yields 40°
or4.4)whenmorethan25%ofthepossiblesamplesareabove
40 mm yields 48°
the wind vane threshold and the standard deviation of the 28 mm yields 66°
acceptable samples, σ , is 30° or less, otherwise report light
Printsortransparenciesmaynotutilizethetotaltheoreticalwidthofthe
θ
image. It is desirable to label known angles in the photograph. For
and variable code, 000.
example, a 45° sector photograph could have a central label of 360 with
3.2.13 wind speed (u, m/s)—the speed with which air flows
marker flags located at 337.5° and 022.5° true.
pastthesensorlocationifthesensororotherobstructionswere
4.2 Characteristics of the Wind Systems—There are two
absent. The wind speed distribution is characterized over each
categories of sensor design within this practice. Sensitive
10-minperiodwithascalarmean,standarddeviation,peak3-s
describes sensors commonly applied for all but extreme wind
average, and peak 1-min average.
conditions. Ruggedized describes sensors intended to function
during extreme wind conditions. The application of this prac-
tice requires the starting threshold (u ) of both the wind vane
and the anemometer to meet the same operating range cat-
egory.
D5741 − 96 (2017)
TABLE 1 Characterizations Extracted from Wieringa, J. (4)
No. z , m Landscape Description
1: 0.0002 Sea Open sea or lake (irrespective of the wave size), tidal flat, snow-covered flat plain, featureless desert, tarmac and concrete, with a
free fetch of several kilometres.
2: 0.005 Smooth Featureless land surface without any noticeable obstacles and with negligible vegetation; for example, beaches, pack ice without
large ridges, morass, and snow-covered or fallow open country.
3: 0.03 Open Level country with low vegetation (for example, grass) and isolated obstacles with separations of at least 50 obstacle heights; for
example, grazing land without windbreaks, heather, moor and tundra, runway area of airports.
4: 0.10 Roughly open Cultivated area with regular cover of low crops, or moderately open country with occasional obstacles (for example, low hedges,
single rows of trees, isolated farms) at relative horizontal distances of at least 20 obstacle heights.
5: 0.25 Rough Recently developed young landscape with high crops or crops of varying heights, and scattered obstacles (for example, dense
shelter-belts, vineyards) at relative distances of about 15 obstacle heights.
6: 0.5 Very rough Old cultivated landscape with many rather large obstacle groups (large farms, clumps of forest) separated by open spaces of about
10 obstacle heights. Also low-large vegetation with small interspaces, such as bushland, orchards, young densely planted forest.
7: 1.0 Closed Landscape totally and quite regularly covered with similar-size large obstacles, with open spaces comparable to the obstacle heights;
for example, mature regular forests, homogeneous cities, or villages.
8: >2 Chaotic Centers of large towns with mixture of low-rise and high-rise buildings. Also irregular large forests with many clearings.
4.2.1 Operating Range: method is consistently used, it must be defined. The data
outputs are listed as follows:
Category Starting Threshold, u Maximum Speed, u
0 m
4.3.1 Ten-minute scalar averaged wind speed.
Sensitive 0.5 m/s 50 m/s
4.3.2 Ten-minute unit vector or scalar averaged wind direc-
Ruggedized 1.0 m/s 90 m/s
tion.
4.2.2 Dynamic Response Characteristics—Dynamic re-
4.3.3 Fastest 3-s gust during the 10-min period.
sponse characteristics of the measurement system may include
4.3.4 Time of the fastest 3-s gust during the 10-min period.
both the sensor response and a measurement circuit contribu-
4.3.5 Fastest 1-min scalar averaged wind speed during the
tion. The specified values are for the entire measurement
10-min period (fastest minute).
system, including sensors and signal conditioners (5).Itis
4.3.6 Average wind direction for the fastest 1-min wind
expected that the characteristics of the sensors, which can be
speed.
independently determined by the referenced Test Methods
D5096 and D5366, will not be measurably altered by the 4.3.7 Standard deviation of the wind speed samples (1 to 3
s) about the 10-min mean speed (σ ).
circuitry.
u
4.3.8 Standarddeviationofthewinddirectionsamples(1to
Anemometer Distance constant, L <5 m
Wind vane Damping ratio, η >0.3
3 s) about the 10-min mean direction (σ ).
θ
Wind vane Damped natural wavelength, λ <10 m
d
4.4 Optional Condensed Data Output for Archives—Some
4.2.3 Measurement Uncertainty:
networks will not be able to save eight 10-min data sets (48
Wind speed Between 0.5 (or 1) and 10 m/s ±0.5 m/s
values plus time and identification) each hour. For those cases,
Wind speed >10 m/s 5 % of reading
an abbreviated or condensed alternative is provided. When the
Wind direction Degrees of arc to true north ±5° (see Note 5)
condensed output is employed the following outputs are
NOTE 3—The relative accuracy of the position of the vane with respect
required.
to the sensor base should be less than 63° for averaged samples.The bias
of the sensor base alignment to true north should be less than 62°.
4.4.1 Sixty-minute scalar averaged wind speed.
4.4.2 Sixty-minute unit vector or scalar averaged wind
4.2.4 Measurement Resolution:
direction.
Average Standard
Deviation
4.4.3 Fastest 3-s gust during the 60-min period.
4.4.4 Wind direction for the fastest 3-s gust.
Wind speed 0.1 m/s 0.1 m/s
Wind direction 1° 0.1° 4.4.5 Fastest 1-min scal
...
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: D5741 − 96 (Reapproved 2017)
Standard Practice for
Characterizing Surface Wind Using a Wind Vane and
Rotating Anemometer
This standard is issued under the fixed designation D5741; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope 2. Referenced Documents
2.1 ASTM Standards:
1.1 This practice covers a method for characterizing surface
wind speed, wind direction, peak one-minute speeds, peak D1356 Terminology Relating to Sampling and Analysis of
Atmospheres
three-second and peak one-minute speeds, and standard devia-
tions of fluctuation about the means of speed and direction. D5096 Test Method for Determining the Performance of a
Cup Anemometer or Propeller Anemometer
1.2 This practice may be used with other kinds of sensors if
D5366 Test Method for Determining the Dynamic Perfor-
the response characteristics of the sensors, including their
mance of a Wind Vane
signal conditioners, are equivalent or faster and the measure-
ment uncertainty of the system is equivalent or better than
3. Terminology
those specified below.
3.1 Discussion—For terms that are not defined herein, refer
1.3 The characterization prescribed in this practice will
to Terminology D1356.
provide information on wind acceptable for a wide variety of
3.2 Definitions of Terms Specific to This Standard:
applications.
3.2.1 aerodynamic roughness length (z , m )—a character-
istic length representing the height above the surface where
NOTE 1—This practice builds on a consensus reached by the attendees
at a workshop sponsored by the Office of the Federal Coordinator for
extrapolation of wind speed measurements, below the limit of
Meteorological Services and Supporting Research in Rockville, MD on
profile validity, would predict the wind speed would become
Oct. 29–30, 1992.
zero (1). It can be estimated for direction sectors from a
1.4 The values stated in SI units are to be regarded as
landscape description.
standard. No other units of measurement are included in this
3.2.2 damped natural wavelength (λ , m)—a characteristic
d
standard.
of a wind vane empirically related to the delay distance and the
1.5 This standard does not purport to address all of the
damping ratio. See Test Method D5366 for test methods to
safety concerns, if any, associated with its use. It is the
determine the delay distance and equations to estimate the
responsibility of the user of this standard to establish appro-
damped natural wavelength.
priate safety and health practices and determine the applica-
3.2.3 damping ratio (η, dimensionless)—the ratio of the
bility of regulatory limitations prior to use.
actual damping, related to the inertial-driven overshoot of wind
1.6 This international standard was developed in accor-
vanes to direction changes, to the critical damping, the fastest
dance with internationally recognized principles on standard-
response where no overshoot occurs. See Test Method D5366
ization established in the Decision on Principles for the
for test methods and equations to determine the damping ratio
Development of International Standards, Guides and Recom-
of a wind vane.
mendations issued by the World Trade Organization Technical
3.2.4 distance constant (L, m)—the distance the air flows
Barriers to Trade (TBT) Committee.
past a rotating anemometer during the time it takes the cup
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
This practice is under the jurisdiction of ASTM Committee D22 on Air Quality contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
and is the direct responsibility of Subcommittee D22.11 on Meteorology. Standards volume information, refer to the standard’s Document Summary page on
Current edition approved March 15, 2017. Published March 2017. Originally the ASTM website.
approved in 1996. Last previous edition approved in 2011 as D5741 – 96 (2011). The boldface numbers in parentheses refers to the list of references at the end
DOI: 10.1520/D5741-96R17. of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D5741 − 96 (2017)
wheel or propeller to reach (1 − 1 ⁄e) or 63 % of the equilibrium 4. Summary of Practice
speed after a step change in wind speed. See Test Method
4.1 Siting of the Wind Sensors:
D5096.
4.1.1 The wind sensor location will be identified by an
3.2.5 maximum operating speed (u , m/s)—as related to
unambiguous label which will include either the longitude and
m
anemometer, the highest speed as which the sensor will survive latitude with a resolution of 1 s of arc (about 30 m or less) or
the force of the wind and perform within the accuracy a station number which will lead to that information in the
specification. station description file. When redundant sensors or microscale
network stations (for example, airport runway sensors) are
3.2.6 maximum operating speed (u , m/s)—as related to
m
available, they will have individual labels which unambigu-
wind vane, the highest speed at which the sensor will survive
ously identify the data they produce.
the force of the wind and perform within the accuracy
4.1.2 The anemometer and wind vane shall be located at a
specification.
10-m height above level or gently sloping terrain with an open
3.2.7 standard deviation of wind direction (σ , degrees)—
θ
fetch of at least 150 m in all directions, with the largest fetch
the unbiased estimate of the standard deviation of wind
possible in the prevailing wind direction. Compromise is
direction samples about the mean horizontal wind direction.
frequently recognized and acceptable for some sites. Obstacles
The circular scale of wind direction with a discontinuity at
in the vicinity should be at least ten times their own height
north may bias the calculation when the direction oscillates
distant from the wind sensors.
about north. Estimates of the standard deviation such as
4.1.3 The wind sensors shall preferably be located on top of
suggested by (2, 3) are acceptable.
a solitary mast. If side mounting is necessary, the boom length
3.2.8 standard deviation of wind speed (σ , m/s)—the esti-
u should be at least three times the mast width. In the undesirable
mate of the standard deviation of wind speed samples about the
case that locally no open terrain is available and the measure-
mean wind speed.
ment is to be made above some building, then the wind sensor
3.2.9 starting threshold (u , m/s)—as related to height above the roof top should be at least 1.5 times the lesser
anemometer, the lowest speed at which the sensor begins to of the maximum building height and the maximum horizontal
turn and continues to turn and produces a measurable signal dimension of the major roof surface. In this case, the station
when mounted in its normal position (see Test Method D5096). description file shall indicate the height above ground level
(AGL) of the highest part of the building, the height of the
3.2.10 starting threshold (u , m/s)—as related to system, the
wind sensors above ground, AGL, and the height of the wind
indicated wind speed when the anemometer is at rest.
sensors above roof level. Site characteristics shall be docu-
3.2.11 starting threshold (u , m/s)—as related to wind vane,
mented in sectors no greater than 45 degrees nor smaller than
the lowest speed at which the vane can be observed or
30 degrees in width around the wind sensors. The near terrain
measured moving from a 10° offset position in a wind tunnel
may be characterized with photographs, taken at wind sensor
(see Test Method D5366).
height if possible, aimed radially outward at labeled central
3.2.12 wind direction (θ, degrees)—the direction, referenced
angles, with respect to true north. Average roughness of the
to true north, from which air flows past the sensor location if
nearest 3 km of each sector shall be characterized according to
the sensor or other obstructions were absent. The wind direc-
the roughness class as tabulated above (4). The z numbers in
tion distribution is characterized over each 10-min period with
Table 1 are typical and not precise statements.
a scalar (non-speed weighted) mean, standard deviation, and
4.1.4 Important terrain features at distances larger than 3 km
the direction of the peak 1-min average speed. The circular
(hills, cities, lakes, and so forth, within 20 km) shall be
direction range, with its discontinuity at north, requires special
identified by sector and distance. Additional information, such
attention in the averaging process. A unit vector method is an
as aerial photographs, maps, and so forth, pertinent to the site,
acceptable solution to this problem.
is recommended to be added to the basic site documentation.
3.2.12.1 Discussion—Wind vane direction systems provide
NOTE 2—Cameras using 35-mm film in the landscape orientation will
outputs when the wind speed is below the starting threshold for
have the following theoretical focal length to field angle relationships:
the vane. For this practice, report the calculated values (see 4.3
50 mm yields 40°
or 4.4) when more than 25 % of the possible samples are above
40 mm yields 48°
28 mm yields 66°
the wind vane threshold and the standard deviation of the
acceptable samples, σ , is 30° or less, otherwise report light
Prints or transparencies may not utilize the total theoretical width of the
θ
image. It is desirable to label known angles in the photograph. For
and variable code, 000.
example, a 45° sector photograph could have a central label of 360 with
3.2.13 wind speed (u, m/s)—the speed with which air flows
marker flags located at 337.5° and 022.5° true.
past the sensor location if the sensor or other obstructions were
4.2 Characteristics of the Wind Systems—There are two
absent. The wind speed distribution is characterized over each
categories of sensor design within this practice. Sensitive
10-min period with a scalar mean, standard deviation, peak 3-s
describes sensors commonly applied for all but extreme wind
average, and peak 1-min average.
conditions. Ruggedized describes sensors intended to function
during extreme wind conditions. The application of this prac-
tice requires the starting threshold (u ) of both the wind vane
and the anemometer to meet the same operating range cat-
egory.
D5741 − 96 (2017)
TABLE 1 Characterizations Extracted from Wieringa, J. (4)
No. z , m Landscape Description
1: 0.0002 Sea Open sea or lake (irrespective of the wave size), tidal flat, snow-covered flat plain, featureless desert, tarmac and concrete, with a
free fetch of several kilometres.
2: 0.005 Smooth Featureless land surface without any noticeable obstacles and with negligible vegetation; for example, beaches, pack ice without
large ridges, morass, and snow-covered or fallow open country.
3: 0.03 Open Level country with low vegetation (for example, grass) and isolated obstacles with separations of at least 50 obstacle heights; for
example, grazing land without windbreaks, heather, moor and tundra, runway area of airports.
4: 0.10 Roughly open Cultivated area with regular cover of low crops, or moderately open country with occasional obstacles (for example, low hedges,
single rows of trees, isolated farms) at relative horizontal distances of at least 20 obstacle heights.
5: 0.25 Rough Recently developed young landscape with high crops or crops of varying heights, and scattered obstacles (for example, dense
shelter-belts, vineyards) at relative distances of about 15 obstacle heights.
6: 0.5 Very rough Old cultivated landscape with many rather large obstacle groups (large farms, clumps of forest) separated by open spaces of about
10 obstacle heights. Also low-large vegetation with small interspaces, such as bushland, orchards, young densely planted forest.
7: 1.0 Closed Landscape totally and quite regularly covered with similar-size large obstacles, with open spaces comparable to the obstacle heights;
for example, mature regular forests, homogeneous cities, or villages.
8: >2 Chaotic Centers of large towns with mixture of low-rise and high-rise buildings. Also irregular large forests with many clearings.
4.2.1 Operating Range: method is consistently used, it must be defined. The data
outputs are listed as follows:
Category Starting Threshold, u Maximum Speed, u
0 m
4.3.1 Ten-minute scalar averaged wind speed.
Sensitive 0.5 m/s 50 m/s
4.3.2 Ten-minute unit vector or scalar averaged wind direc-
Ruggedized 1.0 m/s 90 m/s
tion.
4.2.2 Dynamic Response Characteristics—Dynamic re-
4.3.3 Fastest 3-s gust during the 10-min period.
sponse characteristics of the measurement system may include
4.3.4 Time of the fastest 3-s gust during the 10-min period.
both the sensor response and a measurement circuit contribu-
4.3.5 Fastest 1-min scalar averaged wind speed during the
tion. The specified values are for the entire measurement
10-min period (fastest minute).
system, including sensors and signal conditioners (5). It is
4.3.6 Average wind direction for the fastest 1-min wind
expected that the characteristics of the sensors, which can be
speed.
independently determined by the referenced Test Methods
4.3.7 Standard deviation of the wind speed samples (1 to 3
D5096 and D5366, will not be measurably altered by the
s) about the 10-min mean speed (σ ).
circuitry.
u
4.3.8 Standard deviation of the wind direction samples (1 to
Anemometer Distance constant, L <5 m
Wind vane Damping ratio, η >0.3
3 s) about the 10-min mean direction (σ ).
θ
Wind vane Damped natural wavelength, λ <10 m
d
4.4 Optional Condensed Data Output for Archives—Some
4.2.3 Measurement Uncertainty:
networks will not be able to save eight 10-min data sets (48
Wind speed Between 0.5 (or 1) and 10 m/s ±0.5 m/s
values plus time and identification) each hour. For those cases,
Wind speed >10 m/s 5 % of reading
an abbreviated or condensed alternative is provided. When the
Wind direction Degrees of arc to true north ±5° (see Note 5)
condensed output is employed the following outputs are
NOTE 3—The relative accuracy of the position of the vane with respect
required.
to the sensor base should be less than 63° for averaged samples. The bias
of the sensor base alignment to true north should be less than 62°.
4.4.1 Sixty-minute scalar averaged wind speed.
4.4.2 Sixty-minute unit vector or scalar averaged wind
4.2.4 Measurement Resolution:
direction.
Average Standard
Deviation
4.4.3 Fastest 3-s gust during the 60-min period.
4.4.4 Wind direction for the fastest 3-s g
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: D5741 − 96 (Reapproved 2011) D5741 − 96 (Reapproved 2017)
Standard Practice for
Characterizing Surface Wind Using a Wind Vane and
Rotating Anemometer
This standard is issued under the fixed designation D5741; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This practice covers a method for characterizing surface wind speed, wind direction, peak one-minute speeds, peak
three-second and peak one-minute speeds, and standard deviations of fluctuation about the means of speed and direction.
1.2 This practice may be used with other kinds of sensors if the response characteristics of the sensors, including their signal
conditioners, are equivalent or faster and the measurement uncertainty of the system is equivalent or better than those specified
below.
1.3 The characterization prescribed in this practice will provide information on wind acceptable for a wide variety of
applications.
NOTE 1—This practice builds on a consensus reached by the attendees at a workshop sponsored by the Office of the Federal Coordinator for
Meteorological Services and Supporting Research in Rockville, MD on Oct. 29–30, 1992.
1.4 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory
limitations prior to use.
1.6 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2.1 ASTM Standards:
D1356 Terminology Relating to Sampling and Analysis of Atmospheres
D5096 Test Method for Determining the Performance of a Cup Anemometer or Propeller Anemometer
D5366 Test Method for Determining the Dynamic Performance of a Wind Vane
This practice is under the jurisdiction of ASTM Committee D22 on Air Quality and is the direct responsibility of Subcommittee D22.11 on Meteorology.
Current edition approved Oct. 1, 2011March 15, 2017. Published October 2011March 2017. Originally approved in 1996. Last previous edition approved in 20072011 as
D5741 - 96(2007).D5741 DOI: 10.1520/D5741-96R11.– 96 (2011). DOI: 10.1520/D5741-96R17.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D5741 − 96 (2017)
3. Terminology
3.1 Definitions of Terms Specific to This Standard:
3.1.1 aerodynamic roughness length (z , m )—a characteristic length representing the height above the surface where
extrapolation of wind speed measurements, below the limit of profile validity, would predict the wind speed would become zero
(1). It can be estimated for direction sectors from a landscape description.
3.1.2 damped natural wavelength (λ , m)—a characteristic of a wind vane empirically related to the delay distance and the
d
damping ratio. See Test Method D5366 for test methods to determine the delay distance and equations to estimate the damped
natural wavelength.
3.1.3 damping ratio (η, dimensionless)—the ratio of the actual damping, related to the inertial-driven overshoot of wind vanes
to direction changes, to the critical damping, the fastest response where no overshoot occurs. See Test Method D5366 for test
methods and equations to determine the damping ratio of a wind vane.
3.1.4 distance constant (L, m)—the distance the air flows past a rotating anemometer during the time it takes the cup wheel or
propeller to reach (1 − 1 ⁄e) or 63 % of the equilibrium speed after a step change in wind speed. See Test Method D5096.
3.1.5 maximum operating speed (u , m/s)—as related to anemometer, the highest speed as which the sensor will survive the
m
force of the wind and perform within the accuracy specification.
3.1.6 maximum operating speed (u , m/s)—as related to wind vane, the highest speed at which the sensor will survive the force
m
of the wind and perform within the accuracy specification.
3.1.7 standard deviation of wind direction (σ , degrees)—the unbiased estimate of the standard deviation of wind direction
θ
samples about the mean horizontal wind direction. The circular scale of wind direction with a discontinuity at north may bias the
calculation when the direction oscillates about north. Estimates of the standard deviation such as suggested by (2, 3) are acceptable.
3.1.8 standard deviation of wind speed (σ , m/s)—the estimate of the standard deviation of wind speed samples about the mean
u
wind speed.
3.1.9 starting threshold (u , m/s)—as related to anemometer, the lowest speed at which the sensor begins to turn and continues
to turn and produces a measurable signal when mounted in its normal position (see Test Method D5096).
3.1.10 starting threshold (u , m/s)—as related to system, the indicated wind speed when the anemometer is at rest.
3.1.11 starting threshold (u , m/s)—as related to wind vane, the lowest speed at which the vane can be observed or measured
moving from a 10° offset position in a wind tunnel (see Test Method D5366).
3.1.12 wind direction (θ, degrees)—the direction, referenced to true north, from which air flows past the sensor location if the
sensor or other obstructions were absent. The wind direction distribution is characterized over each 10-min period with a scalar
(non-speed weighted) mean, standard deviation, and the direction of the peak 1-min average speed. The circular direction range,
with its discontinuity at north, requires special attention in the averaging process. A unit vector method is an acceptable solution
to this problem.
The boldface numbers in parentheses refers to the list of references at the end of this standard.
3.1.12.1 Discussion—
Wind vane direction systems provide outputs when the wind speed is below the starting threshold for the vane. For this practice,
report the calculated values (see 4.3 or 4.4) when more than 25 % of the possible samples are above the wind vane threshold and
the standard deviation of the acceptable samples, σ , is 30° or less, otherwise report light and variable code, 000.
θ
3.1.13 wind speed (u, m/s)—the speed with which air flows past the sensor location if the sensor or other obstructions were
absent. The wind speed distribution is characterized over each 10-min period with a scalar mean, standard deviation, peak 3-s
average, and peak 1-min average.
3.1 Discussion—For definitions of additional terms used in this practice, terms that are not defined herein, refer to Terminology
D1356.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 aerodynamic roughness length (z , m )—a characteristic length representing the height above the surface where
extrapolation of wind speed measurements, below the limit of profile validity, would predict the wind speed would become zero
(1). It can be estimated for direction sectors from a landscape description.
3.2.2 damped natural wavelength (λ , m)—a characteristic of a wind vane empirically related to the delay distance and the
d
damping ratio. See Test Method D5366 for test methods to determine the delay distance and equations to estimate the damped
natural wavelength.
D5741 − 96 (2017)
3.2.3 damping ratio (η, dimensionless)—the ratio of the actual damping, related to the inertial-driven overshoot of wind vanes
to direction changes, to the critical damping, the fastest response where no overshoot occurs. See Test Method D5366 for test
methods and equations to determine the damping ratio of a wind vane.
3.2.4 distance constant (L, m)—the distance the air flows past a rotating anemometer during the time it takes the cup wheel or
propeller to reach (1 − 1 ⁄e) or 63 % of the equilibrium speed after a step change in wind speed. See Test Method D5096.
3.2.5 maximum operating speed (u , m/s)—as related to anemometer, the highest speed as which the sensor will survive the
m
force of the wind and perform within the accuracy specification.
3.2.6 maximum operating speed (u , m/s)—as related to wind vane, the highest speed at which the sensor will survive the force
m
of the wind and perform within the accuracy specification.
3.2.7 standard deviation of wind direction (σ , degrees)—the unbiased estimate of the standard deviation of wind direction
θ
samples about the mean horizontal wind direction. The circular scale of wind direction with a discontinuity at north may bias the
calculation when the direction oscillates about north. Estimates of the standard deviation such as suggested by (2, 3) are acceptable.
3.2.8 standard deviation of wind speed (σ , m/s)—the estimate of the standard deviation of wind speed samples about the mean
u
wind speed.
3.2.9 starting threshold (u , m/s)—as related to anemometer, the lowest speed at which the sensor begins to turn and continues
to turn and produces a measurable signal when mounted in its normal position (see Test Method D5096).
3.2.10 starting threshold (u , m/s)—as related to system, the indicated wind speed when the anemometer is at rest.
3.2.11 starting threshold (u , m/s)—as related to wind vane, the lowest speed at which the vane can be observed or measured
moving from a 10° offset position in a wind tunnel (see Test Method D5366).
3.2.12 wind direction (θ, degrees)—the direction, referenced to true north, from which air flows past the sensor location if the
sensor or other obstructions were absent. The wind direction distribution is characterized over each 10-min period with a scalar
(non-speed weighted) mean, standard deviation, and the direction of the peak 1-min average speed. The circular direction range,
with its discontinuity at north, requires special attention in the averaging process. A unit vector method is an acceptable solution
to this problem.
3.2.12.1 Discussion—
Wind vane direction systems provide outputs when the wind speed is below the starting threshold for the vane. For this practice,
report the calculated values (see 4.3 or 4.4) when more than 25 % of the possible samples are above the wind vane threshold and
the standard deviation of the acceptable samples, σ , is 30° or less, otherwise report light and variable code, 000.
θ
3.2.13 wind speed (u, m/s)—the speed with which air flows past the sensor location if the sensor or other obstructions were
absent. The wind speed distribution is characterized over each 10-min period with a scalar mean, standard deviation, peak 3-s
average, and peak 1-min average.
D5741 − 96 (2017)
4. Summary of Practice
4.1 Siting of the Wind Sensors:
4.1.1 The wind sensor location will be identified by an unambiguous label which will include either the longitude and latitude
with a resolution of 1 s of arc (about 30 m or less) or a station number which will lead to that information in the station description
file. When redundant sensors or microscale network stations (for example, airport runway sensors) are available, they will have
individual labels which unambiguously identify the data they produce.
4.1.2 The anemometer and wind vane shall be located at a 10-m height above level or gently sloping terrain with an open fetch
of at least 150 m in all directions, with the largest fetch possible in the prevailing wind direction. Compromise is frequently
recognized and acceptable for some sites. Obstacles in the vicinity should be at least ten times their own height distant from the
wind sensors.
4.1.3 The wind sensors shall preferably be located on top of a solitary mast. If side mounting is necessary, the boom length
should be at least three times the mast width. In the undesirable case that locally no open terrain is available and the measurement
is to be made above some building, then the wind sensor height above the roof top should be at least 1.5 times the lesser of the
maximum building height and the maximum horizontal dimension of the major roof surface. In this case, the station description
file shall indicate the height above ground level (AGL) of the highest part of the building, the height of the wind sensors above
ground, AGL, and the height of the wind sensors above roof level. Site characteristics shall be documented in sectors no greater
than 45 degrees nor smaller than 30 degrees in width around the wind sensors. The near terrain may be characterized with
photographs, taken at wind sensor height if possible, aimed radially outward at labeled central angles, with respect to true north.
Average roughness of the nearest 3 km of each sector shall be characterized according to the roughness class as tabulated above
(4). The z numbers in Table 1 are typical and not precise statements.
4.1.4 Important terrain features at distances larger than 3 km (hills, cities, lakes, and so forth, within 20 km) shall be identified
by sector and distance. Additional information, such as aerial photographs, maps, and so forth, pertinent to the site, is
recommended to be added to the basic site documentation.
NOTE 2—Cameras using 35-mm film in the landscape orientation will have the following theoretical focal length to field angle relationships:
50 mm yields 40°
40 mm yields 48°
28 mm yields 66°
Prints or transparencies may not utilize the total theoretical width of the image. It is desirable to label known angles in the photograph. For example,
a 45° sector photograph could have a central label of 360 with marker flags located at 337.5° and 022.5° true.
4.2 Characteristics of the Wind Systems—There are two categories of sensor design within this practice. Sensitive describes
sensors commonly applied for all but extreme wind conditions. Ruggedized describes sensors intended to function during extreme
win
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