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Research Articles

Experimental characterization of various scale hydraulic signatures in a flooded branched street network

ORCID Icon, ORCID Icon, ORCID Icon, &
Pages 609-624 | Received 07 Mar 2019, Accepted 05 Jan 2020, Published online: 30 Jan 2020

References

  • Araud, Q. 2012. “Simulations des écoulements en milieu urbain lors d’un évènement pluvieux extrême.” Thèse de doctorat, Université de Strasbourg. https://tel.archives-ouvertes.fr/tel-00814408.
  • Arrault, A., P. Finaud-Guyot, P. Archambeau, M. Bruwier, S. Erpicum, M. Pirotton, and B. Dewals. 2016. “Hydrodynamics of Long-duration Urban Floods: Experiments and Numerical Modelling.” Natural Hazards and Earth System Sciences Discussions 16 (6): 1–29. February.
  • Best, J. L. 1987. Flow Dynamics at River Channel Confluences: Implications for Sediment Transport and Bed Morphology. Recent developments in fluvial sedimentology 39: 27–35
  • Bruwier, M., P. Archambeau, S. Erpicum, M. Pirotton, and B. Dewals. 2017. “Shallow-water Models with Anisotropic Porosity and Merging for Flood Modelling on Cartesian Grids.” Journal of Hydrology 554: 693–709. November. doi:10.1016/j.jhydrol.2017.09.051.
  • Chen, S. 2018. “Effective Shallow Water Models for Complex Flood Flow Patterns in Urban Areas.” Thèse de doctorat, Université de Strasbourg.
  • Chen, S., P.-A. Garambois, P. Finaud-Guyot, G. Dellinger, R. Mosé, A. Terfous, and A. Ghenaim. 2018. “Variance Based Sensitivity Analysis of 1d and 2d Hydraulic Models: An Experimental Urban Flood Case.” Environmental Modelling & Software 109: 167–181. November. doi:10.1016/j.envsoft.2018.08.008.
  • Costabile, P., and F. Macchione. 2015. “Enhancing River Model Set-up for 2-D Dynamic Flood Modelling.” Environmental Modelling & Software 67: 89–107. doi:10.1016/j.envsoft.2015.01.009.
  • Finaud-Guyot, P., C. Delenne, V. Guinot, and C. Llovel. 2011. “1d-2d Coupling for River Flow Modeling.” Comptes Rendus Mécanique 339 (4): 226–234. doi:10.1016/j.crme.2011.02.001.
  • Finaud-Guyot, P., C. Delenne, J. Lhomme, V. Guinot, and C. Llovel. 2010. “An Approximate-state Riemann Solver for the Two-dimensional Shallow Water Equations with Porosity.” International Journal for Numerical Methods in Fluids 62 (12): 1299–1331.
  • Finaud-Guyot, P., P.-A. Garambois, Q. Araud, F. Lawniczak, P. Fran¸cois, J. Vazquez, and R. Mosé. 2018. “Experimental Insight for Flood Flow Repartition in Urban Areas.” Urban Water Journal 15 (3): 242–250. doi:10.1080/1573062X.2018.1433861.
  • Guinot, V. 2017. “A Critical Assessment of Flux and Source Term Closures in Shallow Water Models with Porosity for Urban Flood Simulations.” Advances in Water Resources 109: 133–157. November. doi:10.1016/j.advwatres.2017.09.002.
  • Guinot, V., B. F. Sanders, and J. E. Schubert. 2017. “Dual Integral Porosity Shallow Water Model for Urban Flood Modelling.” Advances in Water Resources 103: 16–31. May. doi:10.1016/j.advwatres.2017.02.009.
  • Gurram, S. K., K. S. Karki, and W. H. Hager. 1997. “Subcritical Junction Flow.” Journal of Hydraulic Engineering 123 (5): 447–455. May. doi:10.1061/(ASCE)0733-9429(1997)123:5(447).
  • Hervouet, J. M., H. Samie, and B. Moreau. 2000. “Modelling Urban Areas in Dam-break Flood-wave Numerical Simulations.” Proceedings of the International Seminar and Workshop on Rescue Actions Based on Dambreak Flow Analysis, Seinâjoki, Finland, October.
  • Horna Munoz, D., and G. Constantinescu. 2018. “Application of a 3-D CFD Model to Investigate Flood-related Engineering Problems.” E3S Web of Conferences, Vol. 40. Lyon: A. Paquier and N. Rivière. September.
  • Ishigaki, T., K. Toda, and K. Inoue. 2003. “Hydraulic Model Tests of Inundation in Urban Area with Underground Space.” Proceedings 30th IAHR Congress, 487–493. Thessaloniki, Greece
  • Jia, Y., T. Zhu, C. Riahi-Nezhad, and Y. Zhang. 2010. “Numerical Modeling of Flow through a Breached Levee and during Levee Closure.” World Environmental and Water Resources Congress 2010, rovidence, Rhode Island, United States, 1304–1316. American Society of Civil Engineers. https://ascelibrary.org/doi/pdf/10.1061/41114%28371%29140
  • Li, X., S. Erpicum, M. Bruwier, E. Mignot, P. FinaudGuyot, P. Archambeau, M. Pirotton, and B. Dewals. 2019. “Technical Note: Laboratory Modelling of Urban Flooding: Strengths and Challenges of Distorted Scale Models.” Hydrology and Earth System Sciences 23 (3): 1567–1580. March. doi:10.5194/hess-23-1567-2019.
  • Lipeme Kouyi, G., D. Fraisse, N. Rivière, V. Guinot, and B. Chocat. 2009. “One-dimensional Modelling of the Interactions between Heavy Rainfall-runoff in an Urban Area and Flooding Flows from Sewer Networks and Rivers.” Water Science and Technology: A Journal of the International Association on Water Pollution Research 60 (4): 927–934. doi:10.2166/wst.2009.431.
  • Lopes, P., J. Leandro, R. F. Carvalho, P. Páscoa, and R. Martins. 2015. “Numerical and Experimental Investigation of a Gully under Surcharge Conditions.” Urban Water Journal 12 (6): 468–476. August. doi:10.1080/1573062X.2013.831916.
  • Mignot, E. 2005. “Etude expérimentale et numérique de l’inondation d’une zone urbanisée: Cas des écoulements dans les carrefours en croix.” PhD thesis, Ecole Centrale de Lyon.
  • Mignot, E., D. Doppler, N. Rivière, I. Vinkovic, J.-N. Gence, and S. Simoëns. 2014. “Analysis of Flow Separation Using a Local Frame-axis: Application to the Open-channel Bifurcation.” Journal of Hydraulic Engineering 140: 280–290. doi:10.1061/(ASCE)HY.1943-7900.0000828.
  • Mignot, E., X. Li, and B. Dewals. 2019. “Experimental Modelling of Urban Flooding: A Review.” Journal of Hydrology 568: 334–342. January. doi:10.1016/j.jhydrol.2018.11.001.
  • Mignot, E., A. Paquier, and N. Rivière. 2008. “Experimental and Numerical Modeling of Symmetrical Four-branch Supercritical.” Journal of Hydraulic Research 46 (6): 723–738. November.
  • Mignot, E., N. Rivière, R. J. Perkins, and A. Paquier. 2008. “Flow Patterns in a Four-Branch Junction with Supercritical Flow.” Journal of Hydraulic Engineering 134 (6): 701–713. doi:10.1061/(ASCE)0733-9429(2008)134:6(701).
  • Mignot, E., C. Zeng, G. Dominguez, C. W. Li, N. Rivière, and P. H. Bazin. 2013. “Impact of Topographic Obstacles on the Discharge Distribution in Open-channel Bifurcations.” Journal of Hydrology 494: 10–19. doi:10.1016/j.jhydrol.2013.04.023.
  • Momplot, A., G. Lipeme Kouyi, E. Mignot, N. Rivière, and J.-L. Bertrand-Krajewski. 2015. “Une nouvelle structure d’écoulement en bifurcation à surface libre.” La Houille Blanche 5: 78–83. October. doi:10.1051/lhb/20150058.
  • Nanía, L. S., M. Gómez, J. Dolz, P. Comas, and J. Pomares. 2011. “Experimental Study of Subcritical Dividing Flow in an Equal-Width, Four-Branch Junction.” Journal of Hydraulic Engineering 137 (10): 1298–1305. October. doi:10.1061/(ASCE)HY.1943-7900.0000423.
  • Paquier, A. 2009. Projet RIVES : Risques d'inondation en ville et évaluation de scénarios. Rapport scientifique final, p. 145. ANR Cemagref Publications.
  • Rivière, N., G. Travin, and R. J. Perkins. 2011. “Subcritical Open Channel Flows in Four Branch Intersections.” Water Resources Research 47 (10): W10517. October. doi:10.1029/2011WR010504.
  • Rivière, N., G. Travin, and R. J. Perkins. 2014. “Transcritical Flows in Three and Four Branch Open-Channel Intersections.” Journal of Hydraulic Engineering 140 (4): 04014003. doi:10.1061/(ASCE)HY.1943-7900.0000835.
  • Rubinato, M., R. Martins, G. Kesserwani, J. E. T. Leandro, S. Djordjevié, and J. Shucksmith. 2017. “Experimental Calibration and Validation of Sewer/surface Flow Exchange Equations in Steady and Unsteady Flow Conditions.” Journal of Hydrology 552: 421–432. September. doi:10.1016/j.jhydrol.2017.06.024.
  • Sattar, A., A. Kassem, and M. Chaudhry. 2008. “Case Study: 17th Street Canal Breach Closure Procedures.” Journal of Hydraulic Engineering 134 (11): 1547–1558. doi:10.1061/(ASCE)0733-9429(2008)134:11(1547).
  • Smith, G. P., P. F. Rahman, and C. Wasko. 2016. “A Comprehensive Urban Floodplain Dataset for Model Benchmarking.” International Journal of River Basin Management 14 (3): 345–356. July. doi:10.1080/15715124.2016.1193510.
  • Soares-Frazao, S., and Y. Zech. 2008. “Dam-break Flow through an Idealised City.” Journal of Hydraulic Research 46 (5): 648–658. September. doi:10.3826/jhr.2008.3164.
  • Testa, G., D. Zuccala, F. Alcrudo, J. Mulet, and S. SoaresFrazao. 2007. “Flash Flood Flow Experiment in a Simplified Urban District.” Journal of Hydraulic Research 45: 37–44. doi:10.1080/00221686.2007.9521831.
  • Van Emelen, S., S. Soares-Frazao, C. K. Riahi-Nezhad, M. Chaudhry, J. Imran, and Y. Zech. 2012. “Simulations of the New Orleans 17th Street Canal Breach Flood.” Journal of Hydraulic Research 50 (1): 70–81. February. doi:10.1080/00221686.2011.642578.

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