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单山和双山风场特性的风洞试验 被引量:12

Wind tunnel test of wind field characteristics on isolated hill and two adjacent hills
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摘要 为获得单山和双山情况下三维山体的风场特性,研制风洞中用于同步测试多点风速的试验装置和支撑构架,进行不同坡度下单个山体风场的测试,进行2个山体在前后和左右排列情况的测试,并分析山体距离和坡度的影响.研究表明:单山情况下山体横风切面的加速效应大于顺风切面,横风切面3/4山体高度至山顶为风速增大的最不利位置.在前后紧密排列情况下,前山的风速与单山情况比较接近,后山的风速小于单山情况.在左右排列情况下,山顶的加速效应略大于单山情况,峡谷侧山体的加速比大于单山情况. A set of experimental equipment and supporting frame were developed,which can measure the wind velocities of multiple points simultaneously in a wind tunnel,in order to study the wind field characteristics on three-dimensional hills under isolated hill and two adjacent hills condition,The wind velocities on isolated hills with different slopes were tested.The wind velocities on two adjacent hills with front-rear and left-right arrangement were also tested and the influence of hill distance and slope to the velocities were investigated.Results show that,for the isolated hill condition,the speedup effects on the cross-wind plane are more significant than those on the along-wind plane,and the most unfavorable position are ranged from three-quarter hill height to the top of the hill on the cross-wind plane.When two adjacent hills are in the front-rear arrangement with zero distance,the wind velocities on the front hill are very close to those on the isolated hill,while the wind velocities on the rear hill are much lower than those on the isolated hill.When two hills are in the left-right arrangement,the speedup effect at the top of the hill are slightly more significant than those on the isolated hill,and the speedup effect on the hill in the valley side are more significant than those on the isolated hill.
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2016年第5期805-812,共8页 Journal of Zhejiang University:Engineering Science
基金 国家自然科学基金资助项目(51178425)
关键词 风洞试验 平均风速 风场测试 三维山体 五孔探头 wind tunnel test mean wind velocity wind field test three dimensional hill five-hole probe
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  • 1GB500092012 .建筑结构荷载规范[S]. 北京:中国建筑工业出版社, 2012:32-33.
  • 2AS/NZS 11702. Australian/New Zealand standard [S]. Sydney: AS/NZS, 2011:22-25.
  • 3European Standard EN199114. Actions on structures [S]. Brussels: European Committee for Standardization, 2004:95-99.
  • 4AIJ 2004 .Recommendations for loads on buildings [S]. Tokyo: Architectural Institute of Japan, 2004:11-13.
  • 5ANSI/ASCE 710. Minimum design loads for buildings and other structures [S]. New York: ASCE, 2010:251-254.
  • 6WALMSLEY J L, TAYLOR P A. Boundarylayer flow over topography: impacts of the askervein study [J]. Boundarylayer meteorological, 1996, 78:291-320.
  • 7DEBRAY B G. Atmospheric shear flows over ramps and escarpments [J]. Journal of wind engineering and industrial aerodynamic, 1973, 9:14.
  • 8LUBIZ W D, BRUCE R W. Windtunnel and field investigation of the effect of local wind direction on speedup over hills [J]. Journal of wind engineering and industrial aerodynamic, 2007, 95:639-661.
  • 9王建明,贾丛贤,陈凯.山地附近风场结构的实验研究[J].实验流体力学,2008,22(4):42-47. 被引量:7
  • 10孙毅,李正良,黄汉杰,陈朝晖,魏奇科.山地风场平均及脉动风速特性试验研究[J].空气动力学学报,2011,29(5):593-599. 被引量:37

二级参考文献51

  • 1HOLMES J D, BANKS R W, PAEVERE P. Measurements of topographic multipliers and flow separation from a steep escarpment. Part I. Full scale measurements [ J]. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 69-71: 885- 892.
  • 2GLANVILLE M J, KWOK K C S. Measurements of topographic multipliers and flow separation from a steep escarpment. Part Ⅱ . Model-scale measurements [ J ] . Journal of Wind Engineering and Industrial Aerodynamics, 1997, 69-71:893-902.
  • 3JACKSON P S, UNT J C R. Turbulent wind flow over a low hill[ J]. Quart. J. R. Met. Soc. , 1975,101 : 929-955.
  • 4HUNT J C R, LEIBOVICH S, RICHARDS K J. Turbulent shear flow over low hills[J]. Q.U.R. Meteorol. Soc., 1988, 114 : 1435-1470.
  • 5MASON P J, KING J C. Measurements and predictions of flow and turbulence over an isolated hill of moderate slope [ J ]. Quart. J. R. Met. Soc, 1985,111 : 617-640.
  • 6FERREIRA A D, GLOPES A M, VIEGAS D X, et al. Experimental and numerical simulation of flow around two-dimensional hill[J]. Journal of Wind Engineering and Industrial Aerody- namics, 1995,54/55 : 173-181.
  • 7FERREIRA A D, SILVA M C G, VIEGAS D X, et al. Wind tunnel simulation of the flow around two-dimensional hills[J] Journal of Wind Engineering and Industrial Aerodynamics 1991,38 : 109-122.
  • 8MILLER C A, DAVENPORT A G. Guidelines for the calculation of wind speed-ups in complex terrain[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998, 74-76: 189- 197.
  • 9PEARSE J R. Wind flow over conical hills in a simulated atmospheric boundary layer[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1982,10 : 303-313.
  • 10MASON P J. Flow over the summit of an isolated hill [ J ]. Boundary-Layer Meteorology, 1986,37 : 385-405.

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