首页> 外文期刊>Building and Environment >An experimental study on the influence of local loss on ventilation characteristic of dividing flow in urban traffic link tunnel
【24h】

An experimental study on the influence of local loss on ventilation characteristic of dividing flow in urban traffic link tunnel

机译:城市交通连接隧道局部损失对分流通风特性影响的试验研究

获取原文
获取原文并翻译 | 示例
       

摘要

In order to deeply study the local ventilation loss coefficient of the bifurcation structure in urban traffic link tunnel, a scale 1:50 model with bifurcation structure was designed and constructed based on the Xiamen Haicang undersea tunnel. The ventilation characteristics and local ventilation loss coefficient are studied for the bifurcation structure through a model experiment. The results show that the length-to-height ratio at the bifurcation structure has a significant influence on the local loss coefficient. When the split ratio is greater than 0.5, the local loss coefficient of direct flow will decrease with the increase of this ratio, however it will increase when the split ratio is less than 0.5. The local loss coefficient of split flow will just decrease with the increase of the length-toheight ratio. The local loss coefficient of direct flow and split flow will decrease during the process of increasing the bifurcation angle from 10 degrees to 20 degrees. When the bifurcation angle is increased from 160 degrees to 170 degrees, the local loss coefficient of direct flow is independent of the bifurcation angle. The results clarify the influence law of the bifurcation structure on the local loss coefficient and provide the reference for the ventilation design in urban traffic link tunnel.
机译:为了深入研究城市交通干线隧道分叉结构的局部通风损失系数,在厦门海沧海底隧道的基础上,设计并建立了比例尺为1:50的分叉结构模型。通过模型实验研究了分叉结构的通风特性和局部通风损失系数。结果表明,分叉结构的长高比对局部损耗系数有显着影响。当分流比大于0.5时,直流流量的局部损失系数将随着该比值的增加而减小,但是当分流比小于0.5时,局部流动系数会增加。分流的局部损失系数将随长高比的增加而减小。在将分叉角从10度增加到20度的过程中,直流和分流的局部损耗系数将减小。当分叉角从160度增加到170度时,直流的局部损耗系数与分叉角无关。研究结果阐明了分叉结构对局部损失系数的影响规律,为城市交通联络隧道的通风设计提供了参考。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号