期刊文献+

安中大楼风环境模拟及风能利用 被引量:8

Wind environment simulation and wind power utilizability of Anzhong Building
下载PDF
导出
摘要 介绍建筑环境中的风能利用基本形式及风能利用可行性评价指标.针对安中大楼所处的特定位置,运用计算流体力学方法对周围的风环境进行数值模拟;对可能利用风能的位置即风速明显增大区域,如夹道、洞口及屋顶处进行详细的分析,利用风速增大系数指标评价风能利用的可行性,对合理布置风力机提出建议.研究结果表明:在夹道处、大楼边角处风速加大,可以安装小型风力发电机,综合考虑经济性和有效性,可以沿塔架高度布置多台水平轴风力机;建筑物开洞区域的风速增大,风向平行于洞口径深时效果显著,适合在洞口前沿布置水平轴风力机;安中大楼屋顶风速较大,集结效果明显,可以根据屋顶尺寸安装多排风力机. Basic forms of wind power generation in built environment and some indexes which evaluate the feasibility of wind power utilization were introduced. Considering the special location of Anzhong Building, the wind field around building was simulated by the computational fluid dynamics method. Some special places with large wind velocity, such as passageway, wind ductand building roof, were chosen to conduct further analysis. The utilization feasibility was evaluated using the index of wind speed increasing coefficient and proposals about reasonably installing wind turbines were proposed. Results show that the wind velocity at the building corner and passageway increases obviously and micro-turbines can be installed here. Considering economy and efficiency, it is feasible to install some horizontal-axis wind turbines on tower along the height. In the wind duct of the building, the wind velocity also increases significantly, especially when the direction of wind is parallel to that of the duct depth. The horizontal-axis wind turbine is suitable to be located at the front edge of duct. The wind power concentration effect on the roof of Anzhong Building is obvious with the increasing wind velocity, and multi rows of wind turbines can be installed according to the size of roof.
作者 袁行飞 张瑛
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2013年第10期1790-1797,共8页 Journal of Zhejiang University:Engineering Science
基金 国家自然科学基金资助项目(51278461) 浙江省杰出青年团队资助项目(R1080363) 浙江省重点科技创新团队资助项目(2010R50034)
关键词 安中大楼 风环境 风能利用 Anzhong Building wind environment wind power utilization
  • 相关文献

参考文献11

  • 1METENS S. Wind energy in urban areas: concentrator effects for wind turbines close to buildings [J]. Refocus, 2002, 3(2): 22-24. 被引量:1
  • 2METENS S. The energy yield of roof mounted wind tur- bines [J]. Wind Engineering, 2003, 27(6) : 507 - 517. 被引量:1
  • 3BLANCH M J. Wind Energy technologies for use in the built environment [J]. Wind Engineering, 2002, 26(3): 125 - 143. 被引量:1
  • 4PEACOCK A D, JENKINS D, AHADZI M, et al. Mi- cro wind turbines in the UK domestic sector [J]. Energy and Building, 2008, 40(7) : 1324 - 1333. 被引量:1
  • 5LU L, IP K Y. Investigation on the feasibility and en- hancement methods of wind power utilization in high- rise buildings of Hong Kong [J]. Renewable and Sustain- able Energy Reviews, 2009,13(2) : 450 - 461. 被引量:1
  • 6苑安民 田思进.城市高层建筑群风能利用的研究.能源技术,2005,26:154-154. 被引量:5
  • 7潘雷,陈宝明.扩压风道型建筑风能利用的探讨[J].可再生能源,2009,27(5):90-93. 被引量:4
  • 8李秋胜,李永贵,陈伏彬,等.风能发电在超高层建筑中的应用研究[C]//第十四届全国风工程学术会议论文集,2009:801-805. 被引量:4
  • 9张玉.风能利用建筑的风能利用效能研究与结构分析[M].杭州:浙江大学,2011. 被引量:1
  • 10中国建筑科学研究院.GB50009-2001,建筑结构荷载规范[S].北京:中国建筑工业出版社,2002. 被引量:1

二级参考文献3

共引文献11

同被引文献72

引证文献8

二级引证文献20

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部