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Journal of Hydraulic Research Volume 42, 2004 - Issue 4
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RESEARCH PAPERS

Experimental study of the dividing flow in steep street crossings

Leonardo S. Nanía Department of Civil Engineering, University of Granada, Campus de Fuentenueva, E18071, Granada, Spain; Department of Civil Engineering, University of Granada, Campus de Fuentenueva, E18071, Granada, Spain
,
Manuel Gómez Department of Hydraulic, Maritime and Environmental Engineering, Technical University of Catalonia, c/ Jordi Girona 1-3, D-1, E08034, Barcelona, Spain
&
José Dolz Department of Hydraulic, Maritime and Environmental Engineering, Technical University of Catalonia, c/ Jordi Girona 1-3, D-1, E08034, Barcelona, Spain
Pages 406-412 | Received 29 Jul 2003, Published online: 03 Dec 2010

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Wang Feng, Zhiyu Shao, Huafeng Gong, Lei Xu, Scott A. Yost, Haiyuan Ma & Hongxiang Chai. (2022) Experimental and numerical investigation of flow distribution pattern at a T-shape roadway crossing under extreme storms. Engineering Applications of Computational Fluid Mechanics 16:1, pages 2286-2300.
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Rabih Ghostine, Ibrahim Hoteit, Jose Vazquez, Abdelali Terfous, Abdellah Ghenaim & Robert Mose. (2015) Comparison between a coupled 1D-2D model and a fully 2D model for supercritical flow simulation in crossroads. Journal of Hydraulic Research 53:2, pages 274-281.
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Fang Yenn Teo, Junqiang Xia, Roger A. Falconer & Binliang Lin. (2012) Experimental studies on the interaction between vehicles and floodplain flows. International Journal of River Basin Management 10:2, pages 149-160.
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Sylvie Van Emelen, Sandra Soares-Frazão, Cyrus K. Riahi-Nezhad, M. Hanif Chaudhry, Jasim Imran & Yves Zech. (2012) Simulations of the New Orleans 17th Street Canal breach flood. Journal of Hydraulic Research 50:1, pages 70-81.
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Long Jiang, AlistairG.L. Borthwick, Tamás Krámer & János Józsa. (2011) Variable density bore interaction with block obstacles. International Journal of Computational Fluid Dynamics 25:4, pages 223-237.
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Kamal El Kadi Abderrezzak, Leszek Lewicki, André Paquier, Nicolas Rivière & Gilbert Travin. (2011) Division of critical flow at three-branch open-channel intersection. Journal of Hydraulic Research 49:2, pages 231-238.
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Leonardo S. Nanía, Manuel Gómez, José Dolz & Arturo S. León. (2010) Experimental and numerical modelling of symmetrical four-branch supercritical cross junction flow. Journal of Hydraulic Research 48:6, pages 826-827.
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Emmanuel Mignot, André Paquier & Nicolas Rivière. (2008) Experimental and numerical modeling of symmetrical four-branch supercritical. Journal of Hydraulic Research 46:6, pages 723-738.
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Sandra Soares-Frazão & Yves Zech. (2008) Dam-break flow through an idealised city. Journal of Hydraulic Research 46:5, pages 648-658.
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Articles from other publishers (13)

Yong-Wook Jeong & Woochang Jeong. (2022) A study on spatial variation of water flow at confluence connected to non-orthogonal channels. Applied Water Science 12:6.
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Yong-Wook JeongWoochang Jeong. (2021) Experimental and numerical investigation of water-surface characteristics at crossing connected non-orthogonally to four flat channels. Journal of Hydrology and Hydromechanics 69:2, pages 232-242.
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M. H. Sourghali & M. R. Shaghaghian. (2019) Theoretical Approach to the Flow Patterns in a Four-Branch Intersection. Iranian Journal of Science and Technology, Transactions of Civil Engineering 44:1, pages 271-277.
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Emmanuel Mignot, Xuefang Li & Benjamin Dewals. (2019) Experimental modelling of urban flooding: A review. Journal of Hydrology 568, pages 334-342.
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Vincent Guinot. (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, pages 133-157.
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Sajjad Haider, Hamza Farooq Gabriel & Shaukat Ali Khan. (2017) Supercritical flow simulation at a right channel junction. Comparison between a uniform and a sparse mesh. KSCE Journal of Civil Engineering 21:7, pages 2984-2990.
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Quentin Araud, Pascal Finaud-Guyot, Fabrice Lawniczak, Pierre François, José Vazquez & Robert Mosé. 2014. Advances in Hydroinformatics. Advances in Hydroinformatics 207 220 .
Woo Chang Jeong. (2013) A Study on Characteristics of Flood Flow at a Channel Confluence Connected Asymmetrically with Four Channels. Journal of Korea Water Resources Association 46:7, pages 767-781.
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Woochang Jeong, Jae-Seon Yoon & Yong-Sik Cho. (2012) Numerical study on effects of building groups on dam-break flow in urban areas. Journal of Hydro-environment Research 6:2, pages 91-99.
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N. Rivière, G. Travin & R. J. Perkins. (2011) Subcritical open channel flows in four branch intersections. Water Resources Research 47:10.
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Kamal El Kadi Abderrezzak, André Paquier & Emmanuel Mignot. (2008) Modelling flash flood propagation in urban areas using a two-dimensional numerical model. Natural Hazards 50:3, pages 433-460.
Crossref
Arturo S. León, Leonardo S. Nanía, Arthur Schmidt & Marcelo H. García. (2009) A Robust and Fast Model for Simulating Street Flooding. A Robust and Fast Model for Simulating Street Flooding.
Changkuan Zhang & Hongwu TangC. W. Li & C. Zeng. 2009. Advances in Water Resources and Hydraulic Engineering. Advances in Water Resources and Hydraulic Engineering 1784 1789 .

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