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Research Article

Structure of open-channel flows through an array of square cylinders

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Pages 732-742 | Received 09 Dec 2021, Accepted 04 May 2022, Published online: 12 Jun 2022

References

  • Bonakdari, H., F. Larrarte, L. Lassabatere, and C. Joannis. 2008. “Turbulent Velocity Profile in Fully-Developed Open Channel Flows.” Environmental Fluid Mechanics 8 (1): 1–17. doi:10.1007/s10652-007-9051-6.
  • Cheng, N. -S. 2007. “Power-law Index for Velocity Profiles in Open Channel Flows.” Advances in Water Resources 30 (8): 1775–1784. doi:10.1016/j.advwatres.2007.02.001.
  • Chetibi, M., S. Proust, and S. Benmamar. 2019. “Transverse Surface Waves in Steady Uniform and non-uniform Flows through an Array of Emergent and Slightly Submerged Square Cylinders.” Journal of Hydraulic Research. doi:10.1080/00221686.2019.1647885.
  • Coles, D. 1956. “The Law of the Wake in the Turbulent Boundary Layer.” Journal of Fluid Mechanics 1 (2): 191–226. doi:10.1017/S0022112056000135.
  • Goring, D.-G., and V.-I. Nikora. 2002. “Despiking Acoustic Doppler Velocimeter Data.” Journal of Hydraulic Engineering-Asce 128 (1): 117_126. doi:10.1061/(ASCE)0733-9429(2002)128:1(117).
  • Guillen-Ludena, S., D. Lopez, N. Riviere, and E. Mignot. 2017. “Extreme Flood Flow in an Increasingly Urbanized Floodplain: An Experimental Approach.” In 37th IAHR world congress, in: Theme(2) Flood Management. KualaLumpur, Malaysia.
  • Herbich, J. B., and S. Shulits. 1964. “Large-scale Roughness in open-channel Flow.” Journal of the Hydraulics Division 90 (6): 203–230. doi:10.1061/JYCEAJ.0001133.
  • Huang, C.-J., M.-H. Hsu, W.-H. Teng, and Y.-H. Wang. 2014. “The Impact of Building Coverage in the Metropolitan Area on the Flow Calculation.” Water 6 (8): 2449–2466. doi:10.3390/w6082449.
  • ISO (2009) – Norme NF EN ISO 748:2009. Hydrométrie – Mesurage du débit des liquides dans les canaux découverts au moyen de débitmètres ou de flotteurs, 47.
  • LaRocque, L.A., M. Elkholy, M.H. Chaudhry, and J. Imran. 2013. “Experiments on Urban Flooding Caused by a Levee Breach.” Journal of Hydraulic Engineering 139 (9): 960–973. doi:10.1061/(ASCE)HY.1943-7900.0000754.
  • Lassabatere, L., J. H. Pu, H. Bonakdari, C. Joannis, and F. Larrarte. 2013. “Velocity Distribution in Open Channel Flows: Analytical Approach for the Outer Region.” Journal of Hydraulic Engineering 139 (1): 37–43. doi:10.1061/(ASCE)HY.1943-7900.0000609.
  • Le Coz, J., R. le Boursicaud, M. Jodeau, A. Hauet, and B. Marchand. 2014. “Image-based Velocity and Discharge Measurements in _eld and Laboratory River Engineering Studies Using the Free fudaa-lspiv Software.” In Proceedings of the International Conference on Fluvial Hydraulics. RIVER FLOW, Lausanne, 1961–1967.
  • Lhomme, J., S. Soares-Frazão, V. Guinot, and y. Zech. 2007. “Modélisation à grande échelle des inondations urbaines et modèle 2D à porosité.” La Houille Blanche 93 (4): 104–110. doi:10.1051/lhb:2007054.
  • Li, X., S. Erpicum, E. Mignot, P. Archambeau, M. Pirotton, and B Dewals. 2021. “Influence of Urban Forms on long-duration Urban Flooding: Laboratory Experiments and Computational Analysis.” Journal of Hydrology 603 (2021): 127034. doi:10.1016/j.jhydrol.2021.127034.
  • Mignot, E., X. Li, and B. Dewals. 2019. “Experimental Modelling of Urban Flooding: A Review.” Journal of Hydrology 568: 334–342. doi:10.1016/j.jhydrol.2018.11.001.
  • Naot, D., and W. Rodi. 1982. “Calculation of Secondary Currents in Channel Flow.” Journal of the Hydraulics Division 108 (8): 948–968. doi:10.1061/JYCEAJ.0005897.
  • Nezu, I., and H. Nakagawa. 1984. “Cellular Secondary Currents in Straight Conduit.” Journal of Hydraulic Engineering 110 (2): 173–193. doi:10.1061/(ASCE)0733-9429(1984)110:2(173).
  • Nezu, I., and H. Nakagawa, Balkema, A.A. 1993. Turbulence in Open Channel Flows. Rotterdam, The Netherlands: IAHR Monograph series.
  • Nikora, V., S. McLean, S. Coleman, D. Pokrajac, I. McEwan, L. Campbell, J. Aberle, D. Clunie, and K. Koll. 2007. “Double-averaging Concept for rough-bed open-channel and Overland Flows: Applications.” Journal of Hydraulic Engineering 133 (8): 884–895. doi:10.1061/(ASCE)0733-9429(2007)133:8(884).
  • Oukacine, M. (2019). “Etude expérimentale et numérique des écoulements à surface libre en présence d’obstacles émergés à faiblement submergés.” PhD thesis, Université Paris Est (XI) (in French)
  • Oukacine, M., R. Rtimi, N. Goutal, V. Loizeau, S. Benhamadouche, S. Proust, and F Larrarte. (2020). “Large Eddy Simulation for Flows through Emerged or Slightly Submerged Square Cylinders.” In RiverFlow Conference, Delft.
  • Oukacine, M., S. Proust, F. Larrarte, and N. Goutal. 2021. “Experimental Flows through an Array of Emerged or Slightly Submerged Square Cylinders over a Rough Bed.” Scientific Data 8 (1). Nature Publishing Group. doi:10.1038/s41597-020-00791-w.
  • Proust, S., C. Berni, M. Boudou, A. Chiaverini, V. Dupuis, JB. Faure, A. Paquier, et al. (2016). “Predicting the Flow on the Floodplains with Evolving Land Occupations during Extreme Flood Events (FlowRes ANR project).” FLOODrisk (2016). In 3rd European Conference on Flood Risk Management, Lyon. E3S Web of Conferences.
  • Velickovic, M., Y. Zech, and S. Soares-Frazão. 2017. “Steady-flow Experiments in Urban Areas and Anisotropic Porosity Model.” Journal of Hydraulic Research 55 (1): 85–100. doi:10.1080/00221686.2016.1238013.
  • Wang, Z., and N. Cheng. 2006. “Time-mean Structure of Secondary Flows in Open Channel with Longitudinal Bedforms.” Advances in Water Resources 29 (11): 1634–1649. doi:10.1016/j.advwatres.2005.12.002.
  • Yang, S., S. Tan, and S. Lim. 2004. “Velocity Distribution and Dip Phenomenon in Smooth Uniform Open Channel Flow.” Journal of Hydraulic Engineering 130 (12): 1179–1186. doi:10.1061/(ASCE)0733-9429(2004)130:12(1179).
  • Yen, S. C., and J. H. Liu. 2011. “Wake Flow behind Two side-by-side Square Cylinders.” International Journal of Heat and Fluid Flow 32 (1): 41–51. doi:10.1016/j.ijheatfluidflow.2010.09.005.
  • Zhou, Q., W. Yu, A.S. Chen, C. Jiang, and G. Fu. 2016. “Experimental Assessment of Building Blockage Effects in a Simplified Urban District.” Procedia Engineering 154: 844–852. doi:10.1016/j.proeng.2016.07.448.

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