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作 者:范磊[1]
机构地区:[1]中铁二院工程集团有限责任公司,成都610031
出 处:《地下空间与工程学报》2016年第3期795-802,共8页Chinese Journal of Underground Space and Engineering
基 金:铁道部科技研究开发计划项目(2008G022-A);中铁二院科技项目(院计划11541035[11-12])
摘 要:采用非恒定流理论,提出了隧道空气附加阻力的计算方法,分别推导了列车部分进入隧道、全部进入隧道、部分驶出隧道的空气附加阻力解析计算公式;研究了列车在隧道内不同运行时刻的空气阻力变化规律,并全面阐述了隧道长度、隧道净空断面、列车长度、列车运行速度等因素对隧道空气阻力的影响;分析研究了隧道坡度折减系数与隧道长度、净空断面、机车牵引能力的相关性,得出了大断面隧道的坡度折减很小或无需折减的结论,对长大及特长隧道的选线设计具有极其重要的指导意义。Based on the unsteady flow theory,the calculation method on additional air resistance in tunnel is put forward,and its calculation formula are deduced for the cases: part of the train in tunnel,all train in tunnel and partial exit from the tunnel respectively; the changes rule of air resistance for the train at different running moment in tunnel is studied,and the factors affecting air resistance in tunnel,such as length of tunnel,tunnel section,length of train and train running speed are elaborated; the correlation of railway tunnel gradient reduction coefficient with the tunnel length,section and locomotive traction power is analyzed,and a conclusion is drawn that for large cross section tunnel the gradient reduction is very small or no reduction,it has important significance for railway geometric design of long and extra-long tunnels.
分 类 号:U25[交通运输工程—道路与铁道工程]
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