To determine the suitable mounting location and height of the roof-mounted wind turbine, the turbulence characteristics over eight horizontal aspect ratio cuboid buildings were simulated via the computational fluid dynamic(CFD)method, in which the horizontal aspect rate are 0.25, 0.30, 0.40, 0.50, 0.60, 0.70, 0.80 and 0.90, respectively. The results show that when horizontal aspect ratio increases and the cross-sectional shape of a cuboid building becomes closer to the square,the larger area of low wind speed at the top of the building,and the wind speed increases more slowly with height, while the wind speed recovers fastest at the windward corner. At the same time, the turbulence intensity increases due to the increase of stagnant fluid at the top of the building, and the area of turbulence intensity greater than 20%, the turbulence intensity at the leewardside and leeward inflection point is the highest. The smaller the horizontal aspect ratio is, the lower the suitable height for wind turbine installation is lower, for example, when the aspect ratio is 0.25, the minimum installation height is 1.12H; when the horizontal aspect ratio is 0.9, the minimum installation height is 1.20H; For cuboid buildings with different horizontal aspect ratios, the starting height of wind acceleration on the windward side of the roof is generally lower than that on the leeward side, which is more conducive to the installation of wind turbines.
Key words
wind turbines /
buildings /
turbulence intensity /
wind speed /
micrositing
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
References
[1] FRANCISCO T S, TAKAAKI K, CARLOS P, et al. A review of computational fluid dynamics (CFD) simulations of the wind flow around buildings for urban wind energy exploitation[J]. Journal of wind engineering and industrial aerodynamics, 2018, 180(2): 66-87.
[2] FRANCISCO T, CARLOS P, OSCAR L, et al. On roof geometry for urban wind energy exploitation in high-rise buildings[J]. Computation, 2015, 3(2): 299-325.
[3] ABOHELA I, HAMZA N, DUDEK S.Effect of roof shape, wind direction, building height and urban configuration on the energy yield and positioning of roof mounted wind turbines[J]. Renewable energy, 2013, 50(3): 1106-1118.
[4] LU L, IP K Y.Investigation on the feasibility and enhancement methods of wind power utilization in high-rise buildings of Hong Kong[J]. Renewable & sustainable energy reviews, 2009, 13(2): 450-461.
[5] 张玉.风能利用建筑的风能利用效能研究与结构分析[D]. 杭州: 浙江大学, 2011.
ZHANG Y.Wind-energy efficiency study and structural analysis of building integrated/mounted wind turbines[D]. Hangzhou: Zhejiang University, 2011.
[6] TOJA-SILVA F, LOPEZ-GARCIA O, PERALTA C, et al. An empirical-heuristic optimization of the building-roof geometry for urban wind energy exploitation on high-rise buildings[J]. Applied energy, 2016, 164(15): 769-794.
[7] TAKAAKI K, TETSUYA K,KIWATA T, et al. Numerical investigation of wind conditions for roof-mounted wind turbines: effects of wind direction and horizontal aspect ratio of a high-rise cuboid building[J]. Energies, 2016, 9: 907-927.
[8] GB 50009—2012, 建筑结构荷载规范[S].
GB 50009—2012, Load code for building structures[S].
[9] WANG B, COT L D, ADOLPHE L, et al. Estimation of wind energy over roof of two perpendicular buildings[J]. Energy and buildings, 2015, 88(2): 57-67.
[10] RICCI A, BURLANDO M, FREDA A, et al. Wind tunnel measurements of the urban boundary layer development over a historical district in Italy[J]. Building and environment, 2016, 111(3): 192-206.
[11] MILLWARD H J T, TOMLIN A S, MA L, et al. Estimating aerodynamic parameters of urban-like surfaces with heterogeneous building heights[J]. Boundary-layer meteorology, 2011, 141(3): 443-465.
[12] IEC 61400-61401, Wind turbine generator systems-part 1: Safety requirements[S].