Local loss model of dividing flow in a bifurcate tunnel with a small angle

Author:

Zhang XinORCID,Zhang Tian-hang,Hou Yun-ge,Zhu Kai,Huang Zhi-yi,Wu KeORCID

Funder

the Natural Science Foundation of Zhejiang Province

the Key Research and Development Project of Zhejiang Province

the Fundamental Research Funds for the Central Universities , China

Publisher

Zhejiang University Press

Subject

General Engineering

Reference38 articles.

1. Abdulwahhab M, Injeti NK, Dakhi SF, 2013. Numerical prediction of pressure loss of fluid in a T–junction. International Journal of Energy and Environment, 4(2): 253–264.

2. Bassett MD, Winterbone DE, Pearson RJ, 2001. Calculation of steady flow pressure loss coefficients for pipe junctions. Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 215(8): 861–881. https://doi.org/10.1177/095440620121500801

3. Costa NP, Maia R, Proenca MF, et al., 2006. Edge effects on the flow characteristics in a 90deg tee junction. Journal of Fluids Engineering, 128(6): 1204–1217. https://doi.org/10.1115/1.2354524

4. Du T, Yang D, Peng SN, et al., 2015. A method for design of smoke control of urban traffic link tunnel (UTLT) using longitudinal ventilation. Tunnelling and Underground Space Technology, 48:35–42. https://doi.org/10.1016/j.tust.2015.02.001

5. Ghostine R, Vazquez J, Terfous A, et al., 2013. A comparative study of 1D and 2D approaches for simulating flows at right angled dividing junctions. Applied Mathematics and Computation, 219(10): 5070–5082 https://doi.org/10.1016/j.amc.2012.11.048

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