公路隧道壁面通风摩阻损失系数研究
[Abstract]:Ventilation is an important prerequisite to ensure the safety of tunnel construction and traffic safety in the later stage of operation. The wall friction loss coefficient is one of the important parameters to reflect the ventilation resistance characteristics of the tunnel, and it is the basis of the design, optimization and technical management of the tunnel ventilation system. At present, the measurement of friction loss coefficient on tunnel wall is not mature, people mainly adopt empirical formula method, field test method, etc., but because of the engineering environment, support mode and section shape of each tunnel, The technical level of the construction unit is different, which leads to the large error between the calculation result and the actual situation, and finally affects the practicability of the tunnel ventilation design, and brings the poor air quality of the construction environment to the tunnel construction and the later operation. Energy waste and many other problems. Based on the basic theory of tunnel ventilation and hydrodynamics, the wall friction loss coefficient of tunnel under different cross section shape and different sectional area is given through the simulation analysis of fluid mechanics software Fluent. From which to find out the relationship and the law. By using Fluent software, the effects of the wall surface on the fluid flow at different height of the rough element, the distance between the different rough elements and the diameter of the section are analyzed, and the wall friction loss coefficient and its law are obtained. Then, based on the ventilation inclined well of Maojingba tunnel and Qinling No.2 tunnel project, the wall friction loss coefficient is obtained by using the measured method, and the three-dimensional numerical simulation analysis is carried out, and the results obtained by the two different methods are compared. Finally, the relevant conclusions are drawn. Through the above analysis and summary, the determination of friction loss coefficient of tunnel wall is further refined and more accurate, thus providing a useful reference for the design and calculation of tunnel ventilation system and the distribution of air volume in the ventilation system.
【学位授予单位】:长安大学
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:U453.5
【相似文献】
相关期刊论文 前10条
1 蒋业东;陈钰烨;谢雄文;韦帏;温朝臣;;影响现场测定锚口摩阻损失的常见问题[J];预应力技术;2012年04期
2 Ron Darby;Hsun-Fu D.Chang;简国明;;减阻聚合物溶液摩阻损失的综合对比[J];国外地质勘探技术;1986年06期
3 张士海,孟哲锋;长距离浆体管道输送流速及摩阻损失计算机软件的开发研制[J];中国矿业;2000年04期
4 吴建军;;预应力混凝土箱梁长预应力束孔道摩阻损失的测试[J];福建建材;2007年03期
5 梁甜甜;向中富;卞明智;陈明;;曲梁预应力摩阻损失试验研究[J];重庆交通大学学报(自然科学版);2008年S1期
6 何希杰,何森;泵送浆体管道中屈服伪塑性体摩阻损失的研究[J];管道技术与设备;1995年02期
7 王水龙;;预应力塑料波纹管道摩阻损失试验研究[J];中国市政工程;2014年01期
8 邬军;;预应力摩阻损失分析及对施工的指导意义[J];城市建筑;2014年02期
9 王常峰;陈兴冲;尤凯;丁明波;;曲线桥梁预应力束摩阻损失试验研究[J];兰州交通大学学报;2005年06期
10 杨宗放;姚明明;;平卧构件叠层摩阻损失的试验研究[J];建筑技术;1984年04期
相关会议论文 前2条
1 袁建兵;叶爱君;;曲梁中预应力摩阻损失及二次力计算[A];全国城市桥梁青年科技学术会议论文集[C];1996年
2 程海潜;曹刚毅;程庆华;吴水明;;接触压力非均匀分布形式下的预应力弯曲孔道摩阻分析[A];湖北省公路学会2012年学术年会论文集[C];2012年
相关博士学位论文 前1条
1 成琛;大跨径PC桥梁弯曲孔道有效预应力理论分析与试验研究[D];武汉理工大学;2011年
相关硕士学位论文 前5条
1 武义凯;公路隧道壁面通风摩阻损失系数研究[D];长安大学;2015年
2 赵利安;沉降性浆体倾斜管道摩阻损失的研究[D];辽宁工程技术大学;2004年
3 王秀兰;垂直管道大径固体颗粒水力提升摩阻损失的研究[D];辽宁工程技术大学;2005年
4 赵煜;空间预应力摩阻损失及参数研究[D];长安大学;2002年
5 曾有艺;预应力摩阻损失及其对预应力混凝土连续刚构桥受力性能影响的研究[D];长沙理工大学;2009年
,本文编号:2139621
本文链接:https://www.wllwen.com/kejilunwen/daoluqiaoliang/2139621.html