复杂山地环境下四塔组合特大型冷却塔风致干扰效应研究

余文林 柯世堂

振动与冲击 ›› 2017, Vol. 36 ›› Issue (24) : 116-123.

PDF(1951 KB)
PDF(1951 KB)
振动与冲击 ›› 2017, Vol. 36 ›› Issue (24) : 116-123.
论文

复杂山地环境下四塔组合特大型冷却塔风致干扰效应研究

  • 余文林    柯世堂
作者信息 +

Wind-induced interference effect of a super large cooling 4-tower group under complex mountain environment

  • YU Wenlin   KE Shitang
Author information +
文章历史 +

摘要

为系统研究复杂山地和周边建筑对超规范190m高度限值特大型冷却塔四塔组合的风致干扰效应,以国内在建210m高特大型冷却塔四塔组合为对象,基于计算流体动力学(CFD)方法对不同来流风向角下考虑复杂山地(高度接近冷却塔喉部标高且距离塔体很近)四塔组合冷却塔的周围流场进行了数值模拟,并将单个冷却塔的风压分布与规范及实测曲线进行对比验证了数值模拟的有效性。在此基础上,对比分析了考虑复杂山地和周边建筑干扰时冷却塔表面最大负压、基于最大负压的干扰因子和平均风压分布特性,同时通过对最不利工况下冷却塔周边速度和涡量变化进行分析提炼出山地和塔群之间的风致干扰机理。研究表明复杂山地对冷却塔群来流湍流和风压分布模式的影响显著,同时受到冷却塔和建筑物之间“夹道效应”的影响,此时最不利工况下冷却塔基于最大负压的干扰因子最大可达1.43,远大于没有复杂地形下工程常见多塔干扰因子。主要研究结论可为此类考虑复杂山地环境的特大型冷却塔的群塔干扰因子取值提供参考。

Abstract

In order to systematically study the wind-induced interference effect of complex mountain environment and surrounding buildings on a super large cooling 4-tower group with the height over the 190m limit of the national standard, a group of four 210m high large cooling towers under domestic construction was taken as a study object. The flow field around the cooling towers group near a complex mountain (the height close to the cooling tower throat elevation and the distance close to the tower body) under different angles of wind flow was simulated based on the computational fluid dynamics (CFD) method. The wind pressure distribution of single cooling tower was compared with those of the national standard and the tested curves to verify the effectiveness of the numerical simulation. Furthermore, maximum negative pressures, interference factors and average wind pressure distribution characteristics of cooling tower surfaces were contrastively analyzed considering interferences of complex mountain and surrounding buildings. Then the wind-induced interference mechanism between mountain and towers was deduced based on the analysis of velocity and vorticity changes around cooling towers under the most unfavorable conditions. The results showed that complex mountain has a significant influence on flow turbulence and wind pressure distribution patterns of the cooling towers group; influenced by the "way effect" between cooling towers and buildings, the interference factor under the worst condition is up to 1.43, it is significantly greater than the common interference factor without complex landform; main conclusions can provide a reference for choosing the interference factor of such a super large cooling towers group considering complex mountain environment.



关键词

复杂山地环境 / 四塔组合 / 特大型冷却塔 / 风荷载 / 干扰效应

Key words

complex mountain environment / four towers group / super large cooling tower / wind load / interference effect

引用本文

导出引用
余文林 柯世堂. 复杂山地环境下四塔组合特大型冷却塔风致干扰效应研究[J]. 振动与冲击, 2017, 36(24): 116-123
YU Wenlin KE Shitang . Wind-induced interference effect of a super large cooling 4-tower group under complex mountain environment[J]. Journal of Vibration and Shock, 2017, 36(24): 116-123

参考文献

[1] DL/T5339-2006. 火力发电厂水工设计规范[S]. 北京. 2006.
DL/T5339-2006. The thermal power plant hydraulic design specification [S]. Beijing. 2006.
[2] GB/T50102-2014. 工业循环水冷却设计规范[S]. 北京. 2014.
GB/T50102-2014. Industrial circulating water cooling design specification [S]. Beijing. 2014.
[3] VGB-R 610 Ue : 2005, Structural design for cooling towers [S].
[4] Niemann H J, Kopper H D. Influence of adjacent buildings on wind effects on cooling towers[J]. Engineering Structures, 1998, 20(10):874-880.
[5] 柯世堂, 葛耀君, 赵林. 基于气弹试验大型冷却塔结构风致干扰特性分析[J]. 湖南大学学报:自然科学版, 2010, 37(11):18-23.
Ke Shitang, Ge Yaojun, Zhao Lin. Based on the gas bomb test of large cooling tower on wind-induced interference characteristics analysis [J]. Journal of hunan university: natural science edition, 2010, 37 (11) : 18-23.
[6] 沈国辉, 刘若斐, 孙炳楠. 双塔情况下冷却塔风荷载的数值模拟[J]. 浙江大学学报:工学版, 2007, 41(6):1017-1022.
Shen Guohui, Liu Ruofei, Sun Bingnan. Two cases the numerical simulation of the cooling tower wind load [J]. Journal of zhejiang university: engineering science, 2007, 41 (6) : 1017-1022.
[7] 邓院昌, 刘沙, 余志,等. 实际地形风场CFD模拟中粗糙度的影响分析[J]. 太阳能学报, 2010, 31(12):1644-1648.
Deng Yuanchang, Liu Sha, Yu Zhi, etc. The influence of the CFD simulation of wind field actual terrain roughness analysis [J]. Journal of solar energy, 2010, 31 (12) : 1644-1648.
[8] 杜凌云, 柯世堂. 基于ANSYS二次开发冷却塔施工全过程风致极限承载性能研究[J]. 振动与冲击, 2016, 35(16): 170-175.
Lingyun Du, Shitang Ke. Wind-induced Limit Bearing Capacity in Whole Construction Process for Cooling Tower based on ANSYS Secondary Development [J]. Journal of vibration and shock, 2016, 35 (16) : 170-175.
[9] 顾明, 马文勇, 黄鹏,等. 复杂群塔风荷载试验研究[J]. 空气动力学学报, 2009, 27(2):141-146.
Gu Ming, Ma Wenyong, Huang Peng, etc. The complex experimental study group of tower wind load [J]. Journal of air dynamics, 2009, 27 (2) : 141-146.
[10] 柯世堂, 王浩. 考虑地形效应的大型电视塔等效静风荷载分析[J]. 东南大学学报:自然科学版, 2016, 46(3):545-551.
Ke Shitang, Wang Hao. Considering the effect of topography and large tower equivalent calm wind load analysis [J]. Journal of southeast university: natural science edition, 2016, 46 (3) : 545-551.
[11] 周旋, 牛华伟, 陈政清,等. 双冷却塔布置与山地环境风干扰作用效应研究[J]. 建筑结构学报, 2014, 35(12):140-148.
Zhou Xuan, Niu Huawei, Chen Zhengqing, etc. Double cooling tower is decorated with mountain environment wind interference effect research [J]. Journal of building structures, 2014, 35 (12) : 140-148.
[12] Shitang Ke, Jun Liang, Lin Zhao, Yaojun Ge. Influence of ventilation rate on the aerodynamic interference for two IDCTs by CFD[J]. Wind and Structures, An International Journal. 2015, 20(3): 449-468.
[13] 刘若斐, 沈国辉, 孙炳楠. 大型冷却塔风荷载的数值模拟研究[J]. 工程力学, 2006, 23(1):177-184.
Liu Ruofei, Shen Guohui, Sun Bingnan. Large cooling tower numerical simulation study of wind load [J]. Journal of engineering mechanics, 2006, 23 (1) : 177-184.
[14] 江帆. Fluent高级应用与实例分析[M]. 清华大学出版社, 2008.
Jiang Fan. Fluent advanced application and instance analysis [M]. Tsinghua university press, 2008.
[15] 孙天风, 周良茂. 无肋双曲线型冷却塔风压分布的全尺寸测量和风洞研究[J]. 空气动力学学报, 1983, 12(4): 12-17.
Sun Tianfeng Zhou Liangmao. Without ribs the elliptic wind pressure distribution of the cooling tower full size measurement and wind tunnel study [J]. Journal of air dynamics, 1983, 12 (4) : 12-17.
[16] 周旋, 牛华伟, 陈政清,等. 大型冷却塔风荷载干扰系数的取值方法[J]. 中南大学学报:自然科学版, 2014, 45(10):3637-3644.
Zhou Xuan, Niu Huawei, Chen Zhengqing, etc. Large cooling tower wind load interference coefficient of accessor methods [J]. Journal of central south university: natural science edition, 2014, 45 (10) : 3637-3644.
[17] 鲍侃袁. 三塔干扰下冷却塔的风荷载和风致响应分析[J]. 建筑结构, 2013, 43(15):91-96.
Bao Kanyuan. Three towers interference of cooling tower under wind load and wind-induced response analysis [J]. Journal of building structures, 2013, 43 (15) : 91-96.
[18] 顾志福, 孙天风, 陈强. 两个相邻冷却塔风荷载的相互作用[J]. 空气动力学学报, 1992, 10(4):519-524.
Gu Zhifu, Sun Tianfeng, Chen Qiang. Two adjacent cooling tower of the wind load interaction [J]. Journal of aerodynamics, 1992, 10 (4) : 519-524.
[19] 沈国辉, 余关鹏, 孙炳楠,等. 大型冷却塔双塔干扰的风洞试验研究[J]. 振动与冲击, 2011, 30(3):109-114.
Shen Guohui, Yu Guangpeng, Sun Bingnan, etc. Large cooling towers twin towers interference of wind tunnel test study [J]. Journal of vibration and shock, 2011, 30 (3) : 109-114.

PDF(1951 KB)

Accesses

Citation

Detail

段落导航
相关文章

/