assessing turbulence intensity po 174po. 174 and its impact on … · 2014-05-12 · assessing...

1
Assessing Turbulence Intensity Assessing Turbulence Intensity Assessing Turbulence Intensity and its Impact on the Structural Integrity of Wind Turbines PO 174 PO 174 and its Impact on the Structural Integrity of Wind Turbines PO 174 PO 174 and its Impact on the Structural Integrity of Wind Turbines PO. 174 PO. 174 Thomas Hahm Silva Mäusling Steffen Wussow Thomas Hahm, Silva Mäusling, Steffen Wussow F2E Fl id & E E i i G bH & C KG H b G f2 d F2E Fluid & Energy Engineering GmbH & Co. KG, Hamburg, Germany, www.f2e.de Abstract Methods Abstract Methods The international IEC standard 61400-1 /1 2/ defines the design requirements for wind turbines and The assessment of turbulence intensity requires two steps which are the evaluation of ambient The international IEC standard 61400 1 /1, 2/ defines the design requirements for wind turbines and classifies different wind turbine classes in terms of reference wind speed and turbulence intensity The The assessment of turbulence intensity requires two steps which are the evaluation of ambient turbulence intensity at the site and of additional wake generated turbulence intensity Both of these classifies different wind turbine classes in terms of reference wind speed and turbulence intensity . The it ti f th l i t t li ti bt th d t i i t ti turbulence intensity at the site and of additional wake generated turbulence intensity . Both of these t b f d ith th l l ti t l k 2 intention of these classes is to cover most applications but they do not give a precise representation steps can be performed with the calculation tool wake2e. of any specific site or even a specific wind farm layout, where the individual wind turbine is subject to of any specific site or even a specific wind farm layout, where the individual wind turbine is subject to the influence of multiple wakes from upwind machines Therefore the suitability of a wind turbine in a If no or only incomplete data of ambient turbulence intensity is available, it can be calculated on the the influence of multiple wakes from upwind machines. Therefore the suitability of a wind turbine in a id f h t b d basis of surface roughness or land cover data For the latter “wake2e” provides access to the wind farm has to be assessed. basis of surface roughness or land cover data. For the latter wake2e provides access to the CORINE data on land cover /4/ I l l d id f ll i l t i th d i t t bl it it CORINE data on land cover /4/. In closely spaced wind farms as well as in complex terrain the design parameter turbulence intensity If the CORINE data is used, terrain sectors up to a has become more and more important and in many cases even the crucial parameter . There is a distance of 25 km from every wind turbine will be has become more and more important and in many cases even the crucial parameter . There is a need for reliable predictions of turbulence and its impact on the structural integrity of the wind turbine distance of 25 km from every wind turbine will be included automatically Subsequently roughness need for reliable predictions of turbulence and its impact on the structural integrity of the wind turbine d i it lif ti included automatically . Subsequently, roughness during its life time. categories are assigned to the individual terrain Thi t t th l l ti t l k 2 hi h i bl t id t bi i sectors. On the basis of this roughness This poster presents the calculation tool wake2ewhich is capable to assess wind turbines in a sectors. On the basis of this roughness classification “wake2e” determines the ambient specific wind farm layout and at a specific site with respect to turbulence intensity . classification wake2e determines the ambient t bl it iti t th it th b i f th specific wind farm layout and at a specific site with respect to turbulence intensity . turbulence intensities at the site on the basis of the VDI and DIN standards /5, 6/. The ambient Bases and Objectives turbulence intensities are ascertained for the Bases and Objectives turbulence intensities are ascertained for the i di ti d id d t hb h i ht various directions and wind speeds at hub height. The wake of a wind turbine is characterized by high velocity gradients enlarged turbulence and a The course of the wind speed thereby follows the The wake of a wind turbine is characterized by high velocity gradients, enlarged turbulence and a d d i E i ll i th k i bl i tl 3 5 t di t Normal Turbulence Model (NTM) of IEC /1/ Current coverage of the raster data on land cover random meandering. Especially in the near wake region below approximately 35 rotor diameters Normal Turbulence Model (NTM) of IEC /1/ Current coverage of the raster data on land cover for the CLC2006 inventory where a sharply defined wake is still present the loads on downwind turbines can be severe. For for the CLC2006 inventory Th lt i t dt i f ll more than 10 years we apply three-dimensional Computational Fluid Dynamics (CFD) to simulate the The complete input data is as follows: more than 10 years we apply three-dimensional Computational Fluid Dynamics (CFD) to simulate the turbulent flow behind a wind turbine These simulations could be validated with high resolution turbulent flow behind a wind turbine. These simulations could be validated with high resolution Ambient turbulence intensity (if not based on CORINE data): measurements /3/ and give insight into the wind conditions a turbine experiences inside a wind farm. Measurements or data of surface roughness Frequency distribution of wind speed and wind directions: Frequency distribution of wind speed and wind directions: Calculated or measured values Calculated or measured values Wind farm layout and information about curtailments and shut offs Wind farm layout and information about curtailments and shut-offs Elevation data for orographically complex terrain Elevation data for orographically complex terrain Th l l ti f ff ti t bl it it i b d th d d ib d i /7 8/ Th The calculation of effective turbulence intensity is based on methods described in /7, 8/. The calculation of turbulence intensity additionally produced in the wake depends not only on distance but on ambient turbulence intensity as well as on thrust coefficient and tip speed ratio of the wind turbine on ambient turbulence intensity as well as on thrust coefficient and tip speed ratio of the wind turbine. Specific modes of the ind t rbines like noise damped or po er red ced operating modes can th s Specific modes of the wind turbines like noise damped or power reduced operating modes can thus CFD simulation of the airflow around a WT of type ENERCON E-66 be included into the calculation and their effect on load reduction can be studied. Contours of velocity magnitude (white = low wind speed, blue = high wind speed) in a horizontal cut at hub height of the WT For a day to day assessment of the suitability of a wind turbine at a site in a wind farm the effects For a day to day assessment of the suitability of a wind turbine at a site in a wind farm the effects from m ltiple akes are transferred into a single parameter the effecti e t rb lence intensit from multiple wakes are transferred into a single parameter the effective turbulence intensity. The effective turbulence intensity is a substitute value to be applied for the whole lifespan of the wind turbine It rates the load by the ambient turbulence intensity and the additional load induced by the turbine. It rates the load by the ambient turbulence intensity and the additional load induced by the wake situation wake situation. Th t l h t th t t l it it f id t bi t it There are two general approaches to assess the structural integrity of a wind turbine at a site: D t t th t th it diti th th d f th d i f th Demonstrate that the site conditions are no more severe than those assumed for the design of the wind turbine wind turbine Demonstrate the structural integrity for condition equal or more severe than those at the site Demonstrate the structural integrity for condition equal or more severe than those at the site Both of these approaches require effective turbulence intensities The following figure shows the role Both of these approaches require effective turbulence intensities. The following figure shows the role f ff ti t bl it it i th f i th t t l it it f id t bi of effective turbulence intensity in the process of assessing the structural integrity of a wind turbine within a wind farm. Flow chart for the assessment process. R lt &C l i Results & Conclusions Th ff ti t bl it it i l ltd di t th tt f i tifi d t hi l The effective turbulence intensity is calculated according to the state of scientific and technical knowledge. However, a direct validation of the results is not possible as the effective turbulence intensity is a substitute value to be applied for the whole lifespan of the wind turbine and not intensity is a substitute value to be applied for the whole lifespan of the wind turbine and not accessible by measurement Therefore results have been compared to load calculations using accessible by measurement. Therefore results have been compared to load calculations using common approaches for wake deficit and turbulence modeling. These calculations assumed that the wind turbine operates 100% of its lifetime under half-wake conditions i e half of the rotor is exposed wind turbine operates 100% of its lifetime under half wake conditions, i.e. half of the rotor is exposed to the wake and the other half to the undisturbed wind field which should cover any loading the wind to the wake and the other half to the undisturbed wind field, which should cover any loading the wind t bi i i l id f Th lt h th t d th diti l di t turbine experiences in a real wind farm. The result show, that under these conditions closer distances will be predicted compared to the approach used in „wake2e“. will be predicted compared to the approach used in „wake2e . The methods to calculate ambient turbulence intensity on the basis of land cover or roughness data The methods to calculate ambient turbulence intensity on the basis of land cover or roughness data have been validated in several projects in the north of Germany and show good agreement with have been validated in several projects in the north of Germany and show good agreement with measurements. Few comparisons have been made outside this area. This results indicate that the use of turbulence structure correction parameters in accordance with /2/ is inevitable in complex use of turbulence structure correction parameters in accordance with /2/ is inevitable in complex terrain Otherwise the results can under predict ambient turbulence especially at high wind speeds In terrain. Otherwise the results can under predict ambient turbulence especially at high wind speeds. In thi t t it b t t t th d f f t i t f th this context it may be necessary to treat the edges of forests in some cases as an escarpment of the terrain. Automatically generation of turbulence structure correction parameters using satellite data of terrain elevation will be implemented into “wake2e” It should be noted that in some cases of complex Process of assessing the structural integrity of a wind turbine and the role of effective turbulence intensity terrain elevation will be implemented into wake2e . It should be noted that in some cases of complex t i i ll t hill t iti th lt id bl b ti td Process of assessing the structural integrity of a wind turbine and the role of effective turbulence intensity . terrain especially at hill top positions the results may considerably be over estimated. f References References 5 VDI 3783 Blatt 12; Umweltmeteorologie Physikalische Modellierung von Strömungs und Ausbreitungsvorgängen 5. VDI 3783 Blatt 12; Umweltmeteorologie - Physikalische Modellierung von Strömungs- und Ausbreitungsvorgängen i d t hä i h G hi ht 1999 1. IEC 61400-1, Wind turbines Part 1: Design requirements; Edition 2, 1999-02 in der atmosphärischen Grenzschicht; 1999. 2 IEC 61400-1 Wind turbines Part 1: Design requirements; Edition 3 2005-08 6. DIN 1055-4:2005-03, Einwirkungen auf Tragwerke Teil 4: Windlasten; Berlin 2005. 2. IEC 61400-1, Wind turbines Part 1: Design requirements; Edition 3, 2005-08 3 THh SW LES Si l ti f t bl t d d i k EWEC 20 23 A il 2010 W 7 ECN Solar & Wind Energy; Dekker J W M ; Pierik J T G (Eds ); European Wind Turbine Standards II; Petten; NL 3. T. Hahm, S. Wussow; LES-Simulation of a turbulent and meandering wake; EWEC, 20.-23. April 2010, Warsaw. 7. ECN Solar & Wind Energy; Dekker, J.W.M.; Pierik, J.T.G. (Eds.); European Wind Turbine Standards II; Petten; NL. 8 Ri N ti lL b t F d St T T bl dt bl td t t ll di i i dt bi 4. EEA; CORINE Land Cover 2006; Raster data on land cover for the CLC2006 inventory - Version 13; 27. May 2010. 8. Risø National Laboratory; Frandsen, St. T.; Turbulence and turbulence-generated structural loading in windturbine clusters; Wind Energy Department; Roskilde; Denmark; Risø-R-1188(EN); January 2007. EWEA 2011 Brussels Belgium: Europe’s Premier Wind Energy Event EWEA 2011, Brussels, Belgium: Europe s Premier Wind Energy Event

Upload: others

Post on 04-Aug-2020

4 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Assessing Turbulence Intensity PO 174PO. 174 and its Impact on … · 2014-05-12 · Assessing Turbulence Intensity PO 174PO. 174 and its Impact on the Structural Integrity of Wind

Assessing Turbulence IntensityAssessing Turbulence IntensityAssessing Turbulence Intensityand its Impact on the Structural Integrity of Wind TurbinesPO 174PO 174 and its Impact on the Structural Integrity of Wind TurbinesPO 174PO 174 and its Impact on the Structural Integrity of Wind TurbinesPO. 174PO. 174

Thomas Hahm Silva Mäusling Steffen WussowThomas Hahm, Silva Mäusling, Steffen WussowF2E Fl id & E E i i G bH & C KG H b G f2 dF2E Fluid & Energy Engineering GmbH & Co. KG, Hamburg, Germany, www.f2e.degy g g , g, y,

Abstract MethodsAbstract MethodsThe international IEC standard 61400-1 /1 2/ defines the design requirements for wind turbines and The assessment of turbulence intensity requires two steps which are the evaluation of ambientThe international IEC standard 61400 1 /1, 2/ defines the design requirements for wind turbines andclassifies different wind turbine classes in terms of reference wind speed and turbulence intensity The

The assessment of turbulence intensity requires two steps which are the evaluation of ambientturbulence intensity at the site and of additional wake generated turbulence intensity Both of theseclassifies different wind turbine classes in terms of reference wind speed and turbulence intensity. The

i t ti f th l i t t li ti b t th d t i i t titurbulence intensity at the site and of additional wake generated turbulence intensity. Both of theset b f d ith th l l ti t l “ k 2 ”intention of these classes is to cover most applications but they do not give a precise representation steps can be performed with the calculation tool “wake2e”.

of any specific site or even a specific wind farm layout, where the individual wind turbine is subject toof any specific site or even a specific wind farm layout, where the individual wind turbine is subject tothe influence of multiple wakes from upwind machines Therefore the suitability of a wind turbine in a If no or only incomplete data of ambient turbulence intensity is available, it can be calculated on thethe influence of multiple wakes from upwind machines. Therefore the suitability of a wind turbine in a

i d f h t b dy p y

basis of surface roughness or land cover data For the latter “wake2e” provides access to thewind farm has to be assessed. basis of surface roughness or land cover data. For the latter wake2e provides access to theCORINE data on land cover /4/

I l l d i d f ll i l t i th d i t t b l i t itCORINE data on land cover /4/.

In closely spaced wind farms as well as in complex terrain the design parameter turbulence intensity If the CORINE data is used, terrain sectors up to ahas become more and more important and in many cases even the crucial parameter. There is a

, pdistance of 25 km from every wind turbine will behas become more and more important and in many cases even the crucial parameter. There is a

need for reliable predictions of turbulence and its impact on the structural integrity of the wind turbinedistance of 25 km from every wind turbine will beincluded automatically Subsequently roughnessneed for reliable predictions of turbulence and its impact on the structural integrity of the wind turbine

d i it lif tiincluded automatically. Subsequently, roughness

during its life time. categories are assigned to the individual terrain

Thi t t th l l ti t l “ k 2 ” hi h i bl t i d t bi i

g gsectors. On the basis of this roughnessThis poster presents the calculation tool “wake2e” which is capable to assess wind turbines in a sectors. On the basis of this roughnessclassification “wake2e” determines the ambientspecific wind farm layout and at a specific site with respect to turbulence intensity. classification wake2e determines the ambientt b l i t iti t th it th b i f thspecific wind farm layout and at a specific site with respect to turbulence intensity. turbulence intensities at the site on the basis of theVDI and DIN standards /5, 6/. The ambient

Bases and Objectives,

turbulence intensities are ascertained for theBases and Objectives turbulence intensities are ascertained for thei di ti d i d d t h b h i htvarious directions and wind speeds at hub height.

The wake of a wind turbine is characterized by high velocity gradients enlarged turbulence and a The course of the wind speed thereby follows theThe wake of a wind turbine is characterized by high velocity gradients, enlarged turbulence and ad d i E i ll i th k i b l i t l 3 5 t di t

p yNormal Turbulence Model (NTM) of IEC /1/Current coverage of the raster data on land coverrandom meandering. Especially in the near wake region below approximately 3–5 rotor diameters Normal Turbulence Model (NTM) of IEC /1/Current coverage of the raster data on land cover

for the CLC2006 inventorywhere a sharply defined wake is still present the loads on downwind turbines can be severe. For

for the CLC2006 inventory

Th l t i t d t i f llp y p

more than 10 years we apply three-dimensional Computational Fluid Dynamics (CFD) to simulate the The complete input data is as follows:more than 10 years we apply three-dimensional Computational Fluid Dynamics (CFD) to simulate theturbulent flow behind a wind turbine These simulations could be validated with high resolutionturbulent flow behind a wind turbine. These simulations could be validated with high resolution Ambient turbulence intensity (if not based on CORINE data):measurements /3/ and give insight into the wind conditions a turbine experiences inside a wind farm.

y ( )g g p

Measurements or data of surface roughnesseasu e e ts o data o su ace oug ess

Frequency distribution of wind speed and wind directions:Frequency distribution of wind speed and wind directions:

Calculated or measured valuesCalculated or measured values

Wind farm layout and information about curtailments and shut offsWind farm layout and information about curtailments and shut-offs

Elevation data for orographically complex terrainElevation data for orographically complex terrain

Th l l ti f ff ti t b l i t it i b d th d d ib d i /7 8/ ThThe calculation of effective turbulence intensity is based on methods described in /7, 8/. Thecalculation of turbulence intensity additionally produced in the wake depends not only on distance buty y p p yon ambient turbulence intensity as well as on thrust coefficient and tip speed ratio of the wind turbineon ambient turbulence intensity as well as on thrust coefficient and tip speed ratio of the wind turbine.Specific modes of the ind t rbines like noise damped or po er red ced operating modes can th sSpecific modes of the wind turbines like noise damped or power reduced operating modes can thus

CFD simulation of the airflow around a WT of type ENERCON E-66 be included into the calculation and their effect on load reduction can be studied.ypContours of velocity magnitude (white = low wind speed, blue = high wind speed) in a horizontal cut at hub height of the WT

For a day to day assessment of the suitability of a wind turbine at a site in a wind farm the effectsFor a day to day assessment of the suitability of a wind turbine at a site in a wind farm the effectsfrom m ltiple akes are transferred into a single parameter the effecti e t rb lence intensitfrom multiple wakes are transferred into a single parameter – the effective turbulence intensity.The effective turbulence intensity is a substitute value to be applied for the whole lifespan of the windy pp pturbine It rates the load by the ambient turbulence intensity and the additional load induced by theturbine. It rates the load by the ambient turbulence intensity and the additional load induced by thewake situationwake situation.

Th t l h t th t t l i t it f i d t bi t itThere are two general approaches to assess the structural integrity of a wind turbine at a site:

D t t th t th it diti th th d f th d i f thDemonstrate that the site conditions are no more severe than those assumed for the design of thewind turbinewind turbine

Demonstrate the structural integrity for condition equal or more severe than those at the siteDemonstrate the structural integrity for condition equal or more severe than those at the site

Both of these approaches require effective turbulence intensities The following figure shows the roleBoth of these approaches require effective turbulence intensities. The following figure shows the rolef ff ti t b l i t it i th f i th t t l i t it f i d t biof effective turbulence intensity in the process of assessing the structural integrity of a wind turbine

within a wind farm.

Flow chart for the assessment process.

R lt & C l iResults & ConclusionsTh ff ti t b l i t it i l l t d di t th t t f i tifi d t h i lThe effective turbulence intensity is calculated according to the state of scientific and technicalknowledge. However, a direct validation of the results is not possible as the effective turbulenceg , pintensity is a substitute value to be applied for the whole lifespan of the wind turbine and notintensity is a substitute value to be applied for the whole lifespan of the wind turbine and notaccessible by measurement Therefore results have been compared to load calculations usingaccessible by measurement. Therefore results have been compared to load calculations usingcommon approaches for wake deficit and turbulence modeling. These calculations assumed that thepp gwind turbine operates 100% of its lifetime under half-wake conditions i e half of the rotor is exposedwind turbine operates 100% of its lifetime under half wake conditions, i.e. half of the rotor is exposedto the wake and the other half to the undisturbed wind field which should cover any loading the windto the wake and the other half to the undisturbed wind field, which should cover any loading the windt bi i i l i d f Th lt h th t d th diti l di tturbine experiences in a real wind farm. The result show, that under these conditions closer distanceswill be predicted compared to the approach used in „wake2e“.will be predicted compared to the approach used in „wake2e .

The methods to calculate ambient turbulence intensity on the basis of land cover or roughness dataThe methods to calculate ambient turbulence intensity on the basis of land cover or roughness datahave been validated in several projects in the north of Germany and show good agreement withhave been validated in several projects in the north of Germany and show good agreement withmeasurements. Few comparisons have been made outside this area. This results indicate that thepuse of turbulence structure correction parameters in accordance with /2/ is inevitable in complexuse of turbulence structure correction parameters in accordance with /2/ is inevitable in complexterrain Otherwise the results can under predict ambient turbulence especially at high wind speeds Interrain. Otherwise the results can under predict ambient turbulence especially at high wind speeds. Inthi t t it b t t t th d f f t i t f ththis context it may be necessary to treat the edges of forests in some cases as an escarpment of theterrain. Automatically generation of turbulence structure correction parameters using satellite data ofte a uto at ca y ge e at o o tu bu e ce st uctu e co ect o pa a ete s us g sate te data oterrain elevation will be implemented into “wake2e” It should be noted that in some cases of complex

Process of assessing the structural integrity of a wind turbine and the role of effective turbulence intensityterrain elevation will be implemented into wake2e . It should be noted that in some cases of complext i i ll t hill t iti th lt id bl b ti t dProcess of assessing the structural integrity of a wind turbine and the role of effective turbulence intensity. terrain especially at hill top positions the results may considerably be over estimated.

fReferencesReferences5 VDI 3783 Blatt 12; Umweltmeteorologie Physikalische Modellierung von Strömungs und Ausbreitungsvorgängen5. VDI 3783 Blatt 12; Umweltmeteorologie - Physikalische Modellierung von Strömungs- und Ausbreitungsvorgängen

i d t hä i h G hi ht 19991. IEC 61400-1, Wind turbines – Part 1: Design requirements; Edition 2, 1999-02

in der atmosphärischen Grenzschicht; 1999., g q ; ,

2 IEC 61400-1 Wind turbines – Part 1: Design requirements; Edition 3 2005-086. DIN 1055-4:2005-03, Einwirkungen auf Tragwerke – Teil 4: Windlasten; Berlin 2005.

2. IEC 61400-1, Wind turbines – Part 1: Design requirements; Edition 3, 2005-083 T H h S W LES Si l ti f t b l t d d i k EWEC 20 23 A il 2010 W

, g g ;7 ECN Solar & Wind Energy; Dekker J W M ; Pierik J T G (Eds ); European Wind Turbine Standards II; Petten; NL

3. T. Hahm, S. Wussow; LES-Simulation of a turbulent and meandering wake; EWEC, 20.-23. April 2010, Warsaw.7. ECN Solar & Wind Energy; Dekker, J.W.M.; Pierik, J.T.G. (Eds.); European Wind Turbine Standards II; Petten; NL.8 Ri N ti l L b t F d St T T b l d t b l t d t t l l di i i dt bi

4. EEA; CORINE Land Cover 2006; Raster data on land cover for the CLC2006 inventory - Version 13; 27. May 2010.8. Risø National Laboratory; Frandsen, St. T.; Turbulence and turbulence-generated structural loading in windturbine

; ; y ; y

clusters; Wind Energy Department; Roskilde; Denmark; Risø-R-1188(EN); January 2007.

EWEA 2011 Brussels Belgium: Europe’s Premier Wind Energy EventEWEA 2011, Brussels, Belgium: Europe s Premier Wind Energy Event