区域高程和叶片密度对伊朗低风县1kw风力发电机组效率影响的评估

IF 1.3 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
Vahid Akbari, M. Naghashzadegan, R. Kouhikamali, W. Yaïci
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引用次数: 0

摘要

研究了叶片密度和海拔高度对1kw双叶片风力机启动时间(Ts)和功率系数(Cp)的影响。本研究以三种伊朗硬木作为叶片材料,以伊朗四个风速低、海拔不同的县为案例研究对象。BW-3翼型被认为是叶片轮廓。利用微分进化算法进行多目标优化,确定弦长和扭角。结果表明,三种木材设计的最佳叶片的最大Cp值都很高,均为0.48,但橡木和角梁木设计的最佳叶片的平均Ts值分别比桤木高84%和108%。我们还观察到,虽然将海拔高度提高到2250米只会使Cp降低2.5%,但设计用于在海平面工作的理想叶片在海拔1607米及以上时无法开始旋转。最后,通过对高海拔地区与叶片弦长增加相关的当地大气条件进行优化,观察到t和Cp的改善。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of Regional Elevation and Blade Density Effects on the Efficiency of a 1-kW Wind Turbine for Operation in Low-Wind Counties in Iran
This research investigates the effect of blade density and elevation above sea level on the startup time (Ts) and power coefficient (Cp) of a 1-kW two-bladed wind turbine. The study uses three Iranian hardwoods as the blade material and four counties of Iran with low wind speeds and different elevations as the case studies. The BW-3 airfoil is considered as the blade profile. A multi-objective optimization process with the aid of the differential evolution (DE) algorithm is utilized to specify the chord length and twist angle. The findings demonstrate that, while the maximum Cp of the optimal blades designed with all three types of wood is high and equal to 0.48, the average Ts of the optimal blades designed with oak and hornbeam wood is 84% and 108% higher than that of alder wood, respectively. It is also observed that, while raising the elevation to 2250 m decreases the Cp by only 2.5%, the ideal blade designed to work at sea level could not manage to start rotating at a height of 1607 m and above. Finally, an improvement in the Ts and Cp was observed by performing optimization based on the local atmospheric conditions associated with the incrementing blade chord length at high elevations.
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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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