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Research Article

Experimental and numerical investigation of flow distribution pattern at a T-shape roadway crossing under extreme storms

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Pages 2286-2300 | Received 24 Feb 2022, Accepted 25 Oct 2022, Published online: 18 Nov 2022

References

  • Abderrezzak, K. E. K., Lewicki, L., Paquier, A., Riviere, N., & Travin, G. (2011). Division of critical flow at three-branch open-channel intersection. Journal of Hydraulic Research, 49(2), 231–238. https://doi.org/10.1080/00221686.2011.558174
  • Azimi, H., & Shabanlou, S. (2015). The flow pattern in triangular channels along the side weir for subcritical flow regime. Flow Measurement and Instrumentation, 46, 170–178. https://doi.org/10.1016/j.flowmeasinst.2015.04.003
  • Chang, T. J., Wang, C. H., Chen, A. S., & Djordjevic, S. (2018). The effect of inclusion of inlets in dual drainage modelling. Journal of Hydrology, 559, 541–555. https://doi.org/10.1016/j.jhydrol.2018.01.066
  • Fluent, A. (2018). Version 19.0. ANSYS Inc.
  • Ghostine, R., Vazquez, J., Terfous, A., Riviere, N., Ghenaim, A., & Mose, R. (2013). A comparative study of 1D and two-dimensional 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
  • Guo, K., Guan, M., & Yu, D. (2021). Urban surface water flood modelling – a comprehensive review of current models and future challenges. Hydrology and Earth System Sciences, 25(5), 2843–2860. https://doi.org/10.5194/hess-25-2843-2021
  • Hsu, C. C., Tang, C. J., Lee, W. J., & Shieh, M. Y. (2002). Subcritical 90 degrees equal-width open-channel dividing flow. Journal of Hydraulic Engineering, 128(7), 716–720. https://doi.org/10.1061/(asce)0733-9429(2002)128:7(716)
  • Huang, J., Weber, L. J., & Lai, Y. G. (2002). Three-dimensional numerical study of flows in open-channel junctions. Journal of Hydraulic Engineering, 128(3), 268–280. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:3(268)
  • Kesserwani, G., Vazquez, J., Riviere, N., Liang, Q., Travin, G., & Mose, R. (2010). New approach for predicting flow bifurcation at right-angled open-channel junction. Journal of Hydraulic Engineering, 136(9), 662–668. https://doi.org/10.1061/(asce)hy.1943-7900.0000222
  • Kourtis, I. M., & Tsihrintzis, V. A. (2021). Adaptation of urban drainage networks to climate change: A review. Science of the Total Environment, 771, 145431. https://doi.org/10.1016/j.scitotenv.2021.145431
  • Li, C., & Zeng, C. (2009). Three-dimensional numerical modelling of flow divisions at open channel junctions with or without vegetation. Advances in Water Resources, 32(1), 49–60. https://doi.org/10.1016/j.advwatres.2008.09.005
  • Li, X., Erpicum, S., Mignot, E., Archambeau, P., Pirotton, M., & Dewals, B. (2021). Influence of urban forms on long-duration urban flooding: Laboratory experiments and computational analysis. Journal of Hydrology, 603 (127034),1-16, https://doi.org/10.1016/j.jhydrol.2021.127034
  • Mays, L. W. (2005). Water resources engineering (2nd Edition). John Wiley & Sons Inc.
  • Mignot, E., Li, X., & Dewals, B. (2019). Experimental modelling of urban flooding: A review. Journal of Hydrology, 568, 334–342. https://doi.org/10.1016/j.jhydrol.2018.11.001
  • Mizumura, K., Yamasaka, M., & Adachi, J. (2003). Side outflow from supercritical channel flow. Journal of Hydraulic Engineering, 129(10), 769–776. https://doi.org/10.1061/(asce)0733-9429(2003)129:10(769)
  • Mohurd(Ministry of Housing and Urban-Rural Developemnt). (2011). Code for design of urban road traffic facility (GB 50688-2011). Beijing China Planning Press.
  • Momplot, A., Kouyi, G. L., Mignot, E., Riviere, N., & Bertrand-Krajewski, J. L. (2017). Typology of the flow structures in dividing open channel flows. Journal of Hydraulic Research, 55(1), 63–71. https://doi.org/10.1080/00221686.2016.121-2409
  • Montgomery, D. C. (2005). Design and analysis of experiments (6th Edition). John Wiley & Sons Inc.
  • Nania, L. S., Gomez, M., & Dolz, J. (2004). Experimental study of the dividing flow in steep street crossings. Journal of Hydraulic Research, 42(4), 406–412. https://doi.org/10.1080/00221686.2004.9641208
  • Neary, V. S., & Odgaard, A. J. (1993). Three-dimensional flow structure at open-channel diversions. Journal of Hydraulic Engineering, 119(11), 1223. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:1(87)
  • Ramamurthy, A. S., Qu, J., & Vo, D. (2007). Numerical and experimental study of dividing open-channel flows. Journal of Hydraulic Engineering, 133(10), 1135–1144. https://doi.org/10.1061/(asce)0733-9429(2007)133:10(1135)
  • Ramamurthy, A. S., & Satish, M. G. (1988). Division of flow in short open channel branches. Journal of Hydraulic Engineering, 114(4), 428–438. https://doi.org/10.1061/(asce)0733-9429(1988)114:4(428)
  • Ramamurthy, A. S., Tran, D. M., & Carballada, L. B. (1990). Dividing flow in open channels. Journal of Hydraulic Engineering, 116(3), 449–455. https://doi.org/10.1061/(asce)0733-9429(1990)116:3(449)
  • Riviere, N., Perkins, R. J., Chocat, B., & Lecus, A. (2006). Flooding flows in city crossroads: Experiments and 1-D modelling. Water Science and Technology, 54(6-7), 75–82. https://doi.org/10.2166/wst.2006.603
  • Rivière, N., Travin, G., & Perkins, R. J. (2014). Transcritical flows in three and four branch open-channel intersections. Journal of Hydraulic Engineering, 140(4), 4. https://doi.org/10.1061/(asce)hy.1943-7900.0000835
  • Schmitt, T. G., Thomas, M., & Ettrich, N. (2004). Analysis and modeling of flooding in urban drainage systems. Journal of Hydrology, 299(3-4), 300–311. https://doi.org/10.1016/j.jhydrol.2004.08.012
  • Shams, A., Sarasua, W. A., Putman, B. J., Davis, W. J., & Ogle, J. H. (2020). Highway cross-sectional design and maintenance to minimize hydroplaning. Journal of Transportation Engineering Part B: Pavements, 146(4), 04020065. https://doi.org/10.1061/JPEODX.0000213
  • Sharifipour, M., Bonakdari, H., Zaji, A. H., & Shamshirband, S. (2015). Numerical investigation of flow field and flowmeter accuracy in open-channel junctions. Engineering Applications of Computational Fluid Mechanics, 9(1), 280–290. https://doi.org/10.1080/19942060.2015.1008963
  • Shettar, A. S., & Murthy, K. K. (1996). A numerical study of division of flow in open channels. Journal of Hydraulic Research, 34(5), 651–675. https://doi.org/10.1080/0022168960949-8464
  • Tahvildari, N., Abi Aad, M., Sahu, A., Shen, Y., Morsy, M., Murray-Tuite, P., Goodall, J. L., Heaslip, K., & Cetin, M. (2022). Quantification of compound flooding over roadway network during extreme events for planning emergency operations. Natural Hazards Review, 23(2), 04021067. https://doi.org/10.1061/(ASCE)NH.1527-6996.0000524
  • Tellman, B., Sullivan, J. A., Kuhn, C., Kettner, A. J., Doyle, C. S., Brakenridge, G. R., Erickson, T. A., & Slayback, D. A. (2021). Satellite imaging reveals increased proportion of population exposed to floods. Nature, 596(7870), 80–86. https://doi.org/10.1038/s41586-021-03695-w
  • White, F. M., & Island, U. (2011). Fluid mechanics. McGraw-Hill Education.
  • Younus, M., & Hanif Chaudhry, M. (1994). A depth-averaged turbulence model for the computation of free-surface flow. Journal of Hydraulic Research, 32(3), 415–444. https://doi.org/10.1080/00221689409498744