ISSN 2096-4498

   CN 44-1745/U

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Study on Characteristics of Velocity Distribution and Resistance Loss in Serpentine Curved Road Tunnel

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  • (1. Sichuan Yakang Expressway Co., Ltd., Chengdu 610041, Sichuan, China; 2. Sichuan Communication Surveying & Design Institute Co., Ltd., Chengdu 610017, Sichuan, China; 3. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, Sichuan, China; 4. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China)

Online published: 2022-03-15

Abstract

In order to figure out the velocity distribution and resistance loss of serpentine curved tunnel, based on Paomashan No. 1 tunnel project, numerical calculation method is used to simulate the velocity distribution and resistance loss in serpentine curved tunnels with different curvature radius and different inversion. Calculation results show that: (1)There is a significant transition stage of both velocity distribution and resistance loss in serpentine curved tunnel as entering the reverse curved tunnel; the length of transition stage is about 450 m. (2)The velocity distribution shifts from the right side (inside) to the left side in transition stage; the resistance loss of transition stage decreases first and then increases. (3)When the radius is small,the resistance loss calcalated in transition stage is obviously smaller than that in the specification; when the radius is greater than 1 200 m, the two calcalation results show little difference. 

Cite this article

WU Bin, YANG Jianping, YUAN Song, WANG Feng, DAI Kailai .

Study on Characteristics of Velocity Distribution and Resistance Loss in Serpentine Curved Road Tunnel

[J]. Tunnel Construction, 2021 , 41(S2) : 123 -128 . DOI: 10.3973/j.issn.2096-4498.2021.S2.015

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