Investigation of aerodynamic performance ofpitch-control wind turbine with polygonal towers

IF 1.3 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
Y. C. Kim, Y. Tamura
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引用次数: 1

Abstract

Wind turbines are commonly used power generation systems around the world and their application is becoming increasingly widespread. Traditionally, they have been mounted on circular towers, but their recent upsizing has exposed weaknesses of these structures, including problems related to manufacturing and insufficient strength. Thus, the concept of site-assembled modular towers with polygonal cross-sections has been proposed, but their aerodynamic performances have not been properly investigated. In the present study, the aerodynamic performances of a wind turbine with seven polygonal towers were investigated. Wind tunnel tests have shown that the forces on the upper structure (rotor and nacelle) are larger than those on the tower, which makes the effect of cross-sectional shape of tower relatively small. Drag forces decrease with increasing number of sides of the tower, and lift forces on the square helical tower are quite small. For the power spectra, there are peaks in high reduced frequency for oblique wind directions at azimuth angles of 60° and 90°, which were considered to result from vortices that were formed and shed behind the blade in front of the tower.
带多边形塔的俯仰控制风力机气动性能研究
风力涡轮机是世界各地常用的发电系统,其应用越来越广泛。传统上,它们安装在圆形塔架上,但最近的升级暴露了这些结构的弱点,包括与制造和强度不足有关的问题。因此,已经提出了具有多边形横截面的现场组装模块化塔架的概念,但尚未对其空气动力学性能进行适当的研究。在本研究中,对具有七个多边形塔架的风力涡轮机的气动性能进行了研究。风洞试验表明,上部结构(转子和机舱)上的力大于塔架上的力,这使得塔架横截面形状的影响相对较小。阻力随着塔侧数的增加而减小,方形螺旋塔上的升力很小。对于功率谱,在方位角为60°和90°的斜风向下,存在高降低频率的峰值,这被认为是由于在塔前叶片后面形成并脱落的涡流造成的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Wind and Structures
Wind and Structures 工程技术-工程:土木
CiteScore
2.70
自引率
18.80%
发文量
0
审稿时长
>12 weeks
期刊介绍: The WIND AND STRUCTURES, An International Journal, aims at: - Major publication channel for research in the general area of wind and structural engineering, - Wider distribution at more affordable subscription rates; - Faster reviewing and publication for manuscripts submitted. The main theme of the Journal is the wind effects on structures. Areas covered by the journal include: Wind loads and structural response, Bluff-body aerodynamics, Computational method, Wind tunnel modeling, Local wind environment, Codes and regulations, Wind effects on large scale structures.
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