Optimum design parameters for a venturi-shaped roof to maximize the performance of building-integrated wind turbines

被引:2
|
作者
Ye, Xiulan [1 ]
Zhang, Xuelin [1 ,2 ,3 ]
Weerasuriya, A. U. [4 ]
Hang, Jian [1 ,2 ,3 ,5 ]
Zeng, Liyue [1 ,6 ]
机构
[1] Sun Yat Sen Univ, Sch Atmospher Sci, Southern Marine Sci & Engn Guangdong Lab Zhuhai, Zhuhai, Peoples R China
[2] Sun Yat Sen Univ, Key Lab Trop Atmosphere Ocean Syst, Minist Educ, Zhuhai 519000, Peoples R China
[3] Sun Yat Sen Univ, Guangdong Prov Key Lab Climate Change & Nat Disast, Zhuhai, Peoples R China
[4] Hong Kong Metropolitan Univ, Sch Sci & Technol, Dept Construct & Qual Management, Ho Man Tin, Hong Kong, Peoples R China
[5] Chongqing Univ, Dept Civil Engn, Chongqing, Peoples R China
[6] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Venturi-shaped roof; Building-integrated wind turbine; Computational Fluid Dynamics simulation; Urban wind energy; URBAN-ENVIRONMENT; ENERGY EXPLOITATION; CFD SIMULATION; OPTIMIZATION; METHODOLOGY; GEOMETRY; LOADS;
D O I
10.1016/j.apenergy.2023.122311
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Venturi-shaped roofs provide advantageous wind conditions for efficiently operating building-integrated wind turbines without losing usable floor area. Despite these advantages, venturi-shaped roofs have been sparsely adopted for buildings due to the lack of understanding of their optimum designs to maximize the performance of building-integrated wind turbines. For the first time in literature, this study investigated four design parameters: support structure, corner modification, tunnel shape, and wind turbine arrangement to estimate the optimum venturi-shaped roof design by conducting Computational Fluid Dynamics (CFD) simulations. The results revealed the advantages of shorter support structures with convex and concave shapes at upwind and downwind ends, creating high wind speeds with low turbulence intensities. Corner modifications to the tunnel's entrance and exit are vital to suppress flow separation at the tunnel's entrance and uniform distributions of wind speed and pressure. This study recommends aerodynamic tunnel shapes that follow a non-uniform rational B-spline (NURBS) to accelerate wind without increasing turbulence intensities. The optimum design parameters performed better in normal and oblique wind directions, confirming their universal applicability. This study proposes integrating all optimum design parameters into a venturi-shaped roof design to alleviate the adverse effects of support structures, which are essential for a stable roof design.
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页数:19
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