Analysis on joint distribution of wind speed and direction of wind power  plant in Northwest China based on long-term measured data

Journal of Lanzhou University of Technology ›› 2022, Vol. 48 ›› Issue (3): 115-124.

• Architectural Sciences • Previous Articles Next Articles

Analysis on joint distribution of wind speed and direction of wind power plant in Northwest China based on long-term measured data

LI Wan-run^1,2,3, ZHANG Guang-li^1,2, LI Lin⁴, DU Yong-feng^1,2,3

1. Institute of Earthquake Protection and Disaster Mitigation, Lanzhou Univ. of Tech., Lanzhou 730050, China;
2. School of civil engineering, Lanzhou Univ. of Tech., Lanzhou 730050, China;
3. Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou Univ. of Tech., Lanzhou 730050, China;
4. Lanzhou Meteorological Bureau, Lanzhou 730020, China

Received:2020-01-20 Online:2022-06-28 Published:2022-10-09

Abstract

Abstract: In order to study the structural response of wind power generation structure under wind load more accurately, based on long-term field-measurement data in six regions of Gansu Province from 1981 to 2017 provided by Gansu Meteorological Bureau, the extreme value samples were selected by the extreme value sampling method using one day as the basic interval, and the joint distribution of wind speed and direction in each region was obtained through statistical analysis. Based on the linearization of Gumbel, Frechet and Weibull distribution functions, the least square method was used to fit the parameters of each distribution function. The parameters of each distribution function are fitted by the least square method, and the extreme wind speed with return periods of 10, 50 and 100 years in each region is calculated according to the parameter fitting results, and compared with the recommended value of the maximum basic wind speed standard in each region. The results show that the basic wind speed considering the influence of wind speed and direction probability is more in line with the actual situation, and the value of the maximum basic wind speed recommended by the code is conservative.

Key words: wind speed and direction, joint probabilistic distribution, basic wind speed, least square method

CLC Number:

TU391

LI Wan-run, ZHANG Guang-li, LI Lin, DU Yong-feng. Analysis on joint distribution of wind speed and direction of wind power plant in Northwest China based on long-term measured data[J]. Journal of Lanzhou University of Technology, 2022, 48(3): 115-124.

References

[1] 杨咏昕,葛耀君,项海帆.风速风向联合分布的平均风统计分析 [J].结构工程师,2002,18(3):29-36,46.
[2] DARGAHI-NOUBARY G R.A statistical model for estimation of upper tail probabilities [J].Journal of Mechanical Design,1982,104(3):651.
[3] GARCIA A,TORRES J L,PRIETO E,et al.Fitting wind speed distributions:a case study [J].Solar Energy,1998,62(2):139-144.
[4] SIMIU E,HECKERT N A.Ultimate wind loads and direction effects in non-hurricane and hurricane-prone regions [J].Environmetrics,2015,9(4):433-444.
[5] 王钦华,石碧青,张乐乐.风向对某超高层建筑等效静风荷载的影响 [J].汕头大学学报(自然科学版),2012,27(2):48-53.
[6] JOHNSON RICHARD A,WEHRLY,et al.Some angular-linear distributions and related regression models [J].Journal of the American Statistical Association,1978,73(363):602-606.
[7] 陈隽,赵旭东.总体样本风速风向联合概率分析方法 [J].防灾减灾工程学报,2009,29(1):63-70.
[8] 范文亮,李正良,张培.风向风速的联合概率结构建模 [J].土木工程学报,2012,45(4):81-90.
[9] 王浩,徐梓栋,陶天友,等.基于2008-2015年实测数据的苏通大桥风速风向联合分布分析 [J].东南大学学报(自然科学版),2016,46(4):836-841.
[10] YETER B,GARBATOV Y,GUEDES SOARES C.Fatigue damage assessment of fixed offshore wind turbine tripod support structures [J].Engineering Structures,2015,101:518-528.
[11] 陆越,于安林,陈鑫.风力发电机塔架风致疲劳寿命评估 [J].苏州科技大学学报(工程技术版),2019,32(1):39-43.
[12] KE S T,GE Y J,WANG T G,et al.Wind field simulation and wind-induced responses of large wind turbine tower-blade coupled structure [J].Structural Design of Tall and Special Buildings,2015,24(8):571-590.
[13] 余玮,柯世堂.大型风力机塔架-叶片体系风振与地震作用对比研究 [J].太阳能学报,2017,38(8):2117-2125.
[14] 李万润,栾雪涛,王雪平,等.基于实测数据的西北地区风电场风场及尾流特性分析 [J].东南大学学报(自然科学版),2018,48(4):699-705.
[15] 中华人民共和国国家标准.建筑结构荷载规范:GB50009-2012 [S].北京:中华人民共和国住房和城乡建设部,2012.

Analysis on joint distribution of wind speed and direction of wind power plant in Northwest China based on long-term measured data

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 6

Recommended Articles

Metrics

Comments

[1]	LI Bin, LI Wei-dun, LANG Shan-shan, LI Ya-nan. Multiaxial fatigue life prediction of crane beams considering stress concentration [J]. Journal of Lanzhou University of Technology, 2023, 49(1): 44-48.
[2]	MA Fa-rong, ZHU Qian-kun, ZHANG Qiong, DU Yong-feng. Experimental study on modal parameters of pedestrian bridge with static crowd-structure interaction [J]. Journal of Lanzhou University of Technology, 2022, 48(2): 115-122.
[3]	XU Jing, GOU Kang-kang, LIU Ke, ZHANG Chun-wei. Load monitoring of bolted spherical joint connection based on wavelet packet energy analysis [J]. Journal of Lanzhou University of Technology, 2022, 48(1): 134-142.
[4]	XU Ji-xiang, YANG Long-long, HAN Jian-ping, TONG Yi-ge. Fire resistance behavior of earthquake-damaged tubular T-joint reinforced with square doubler plate under fire [J]. Journal of Lanzhou University of Technology, 2021, 47(5): 130-137.
[5]	WANG Xiu-li, ZHOU Lei. Dynamic response analysis of CFRP strengthened debris flow flexible cable net system [J]. Journal of Lanzhou University of Technology, 2021, 47(1): 136-143.
[6]	YIN Zhan-zhong, AN Shu-zhen, SUN Xiang-yang, LI Jin-ming, ZHANG Xian-dong. Mechanical performance analysis of monotonic loading of eccentrically braced steel frame with replaceable energy dissipation link [J]. Journal of Lanzhou University of Technology, 2020, 46(3): 133-138.