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底部间隙对防风网抑尘效果的影响 被引量:3

Effect of a Bottom Gap on Flow Characteristics Behind Porous Fence
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摘要 分别对开孔率为0.273的非平面型防风网与0.264的平面型防风网进行了风洞试验研究,并且采用热线风速仪获得了不同底部间隙率(G/H=0.000,0.025,0.075,0.125,0.150,0.175和0.200)的非平面型和平面型防风网尾流区风速分布的数据。通过试验数据计算出不同底部间隙非平面型与平面型防风网尾流区的减风率,并对其进行了分析比较。综合分析可得:非平面型与平面型防风网模型均在底部间隙率(G/H)为0.150时,尾流区具有较好的风速分布和减风率,防风网的抑尘效果最优。 The flow characteristics behind a non-planar porous fence of geometric porosi- ty e--0. 273 and a planar porous fence of geometric porosity e=0. 264 with various bot- tom gaps (G) have been investigated by hot-wire anemometer in a wind tunnel experi- ment. Seven gap ratios G/H=0. 000, 0. 025, 0. 075, 0. 125, 0. 150, 0. 175 and 0. 200 of the non-planar and planar porous fences were tested with the free-stream velocity fixed at 10 m · s-1. The experimental data were analyzed and the wind reduction ratios for different gaps of the porous fence were calculated to estimate the shelter effect of the non-planar and planar porous fences. The results show that the gap ratio G/H=0. 150 gives the best shelter effect among the seven gaps of both the non-planar and planar por- ous fence tested in the experiment, having a better mean velocity and wind reduction ra- tio in a large area behind the porous fence.
出处 《青岛科技大学学报(自然科学版)》 CAS 北大核心 2013年第5期516-519,524,共5页 Journal of Qingdao University of Science and Technology:Natural Science Edition
基金 山东省优秀中青年科学家奖励基金项目(2008BS09020)
关键词 非平面型防风网 风洞试验 底部间隙率 减风率 non-planar porous fence wind tunnel experiment gap ratio wind reduction ratio
作者简介 段振亚(1974-),男,博士,副教授.
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参考文献11

  • 1段振亚,石文梅,郑文娟,宗润宽.防风网抑尘机理研究及工程应用进展[J].石油化工设备,2010,39(3):40-44. 被引量:19
  • 2郭珊,詹水芬,张斌斌,周军.煤炭港粉尘污染防治技术综述[J].水道港口,2006,27(1):40-44. 被引量:32
  • 3Park C W, Lee S J. Verification of the shelter effect of a windbreak on coal piles in the POSCO open storage yards at the Kwang-Yang works [J]. Atmospheric Environment, 2001, 36 (13): 2171-2185.
  • 4Judd M J, Raupach M R. A wind tunnel study of turbulent flow around single and multiple windbreaks[J]. Boundary- Layer Meteorology, 1996, 80 (1) : 127-165.
  • 5Kim H B,Lee S J. Hole diameter effect on the characteristics of wake behind porous fences having the same porosity [J]. Fluid Dynamics Research,2001,28(6) :449-464.
  • 6Cheol W P, Lee S J. Effect of a bottom gap and non-uniform porosity in a wind fence on the surface pressure of a triangu- far prism located behind the fence [J]. Journal of Wind Engi- neering and Industrial Aerodynamics, 2001, 89 ( 13 ) : 1137- 1154.
  • 7Kim H B, Lee S J. The structure of turbulent shear flow a- round a two-dimensional porous fence having a bottom gap [J]. Journal of Fluids and Structures, 2002,16 (3) : 317-329.
  • 8John D W. Deposition of particles to a thin windbreak: The effect of a gap [J]. Atmospheric Environment, 2005 (39): 5525-5531.
  • 9段振亚,杨文祥,赵国相,石文梅,吕新.非平面型防风网尾流区流体特性试验研究[J].石油化工设备,2011,40(2):6-9. 被引量:5
  • 10Zhang H, Brandle J R, Meyer G E, et al. The relationship between open windspeed and windspeed reduction in shelter [J]. Agroforestry Systems,1995,32(3) :297- 311.

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