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articles
1.Benjamin DEWALSorcid_16x16.png, Vasileios KITSIKOUDIS, Miguel Angel MEJÍA-MORALESorcid_16x16.png, Pierre ARCHAMBEAUorcid_16x16.png, Emmanuel MIGNOTorcid_16x16.png, Sébastien PROUSTorcid_16x16.png, Sébastien ERPICUMorcid_16x16.png, Michel PIROTTONorcid_16x16.png, André PAQUIERorcid_16x16.png (2023).
Can the 2D shallow water equations model flow intrusion into buildings during urban floods?
J. Hydrol. 619, 129231 (20 pages). doi:10.1016/j.jhydrol.2023.129231 doi.ico openalex-16x16.png
2.Miguel Angel MEJÍA-MORALESorcid_16x16.png, Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, Sébastien PROUSTorcid_16x16.png (2023).
Laboratory investigation into the effect of the storage capacity of a city block on unsteady urban flood flows
Water Resour. Res. 59, e2022WR032984 (22 pages). doi:10.1029/2022WR032984 doi.ico openalex-16x16.png
3.Miguel Angel MEJÍA-MORALESorcid_16x16.png, Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, Darius SIGAUD, Sébastien PROUSTorcid_16x16.png (2021).
Impact of the porosity of an urban block on the flood risk assessment: A laboratory experiment
J. Hydrol. 602, 126715 (20 pages). doi:10.1016/j.jhydrol.2021.126715 doi.ico hal.ico openalex-16x16.png
4.Pierre-Henri BAZIN, Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png (2017).
Computing flooding of crossroads with obstacles using a 2D numerical model
J. Hydraul. Res. 55, 72–84. doi:10.1080/00221686.2016.1217947 doi.ico hal.ico openalex-16x16.png
5.André PAQUIERorcid_16x16.png, Emmanuel MIGNOTorcid_16x16.png, Pierre-Henri BAZIN (2015).
From hydraulic modelling to urban flood risk
Proc. Eng. 115, 37–44. doi:10.1016/j.proeng.2015.07.352 doi.ico hal.ico openalex-16x16.png
6.Pierre-Henri BAZIN, H. NAKAGAWA, K. KAWAIKE, André PAQUIERorcid_16x16.png, Emmanuel MIGNOTorcid_16x16.png (2014).
Modeling flow exchanges between a street and an underground drainage pipe during urban floods
J. Hydraul. Eng. 140, 04014051. doi:10.1061/(ASCE)HY.1943-7900.0000917 doi.ico hal.ico openalex-16x16.png
7.Yann PELTIER, Nicolas RIVIÈREorcid_16x16.png, Sébastien PROUSTorcid_16x16.png, Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, K. SHIONO (2013).
Estimation of the error on the mean velocity and on the Reynolds stress due to a misoriented ADV probe in the horizontal plane: Case of experiments in a compound open-channel
Flow Meas. Instrum. 34, 34–41. doi:10.1016/j.flowmeasinst.2013.08.002 doi.ico hal.ico openalex-16x16.png
8.Pierre-Henri BAZIN, Anne BESSETTE, Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png (2012).
Influence of detailed topography when modeling flows in street junction during urban flood
J. Disaster Res. 7, 560–566.
9.K.E.K. ABDERREZZAK, L. LEWICKI, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png, Gilbert TRAVIN (2011).
Division of critical flow at three-branch open-channel intersection
J. Hydraul. Res. 49, 231–238. doi:10.1080/00221686.2011.558174 doi.ico openalex-16x16.png
10.Emmanuel MIGNOTorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png, André PAQUIERorcid_16x16.png, Richard J. PERKINS (2011).
Hydraulic Models of the Flow Distribution in a four branch open channel junction with supercritical flow
J. Hydraul. Eng. 137, 289–299. doi:10.1061/(ASCE)HY.1943-7900.0000302 doi.ico openalex-16x16.png
11.Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png (2011).
Closure to "Experimental and numerical modeling of symmetrical four-branch supercritical cross junction flow"
J. Hydraul. Res. 48, 827–828. doi:10.1080/00221686.2010.512819 doi.ico openalex-16x16.png
12.L. LEWICKI, André PAQUIERorcid_16x16.png, K.E.K. ABDERREZZAK, Nicolas RIVIÈREorcid_16x16.png (2010).
Uncertainty in 2-D hydraulic modeling: a case study of an experiment in transcritical flow
Can. J. Civ. Eng. 7, 1014–1023. doi:10.1139/L09-179 doi.ico openalex-16x16.png
13.Sébastien PROUSTorcid_16x16.png, D. BOUSMAR, Nicolas RIVIÈREorcid_16x16.png, André PAQUIERorcid_16x16.png, Y. ZECH (2010).
Energy losses in compound open channels
Adv. Water Resour. 33, 1–16. doi:10.1016/j.advwatres.2009.10.003 doi.ico openalex-16x16.png
14.Sébastien PROUSTorcid_16x16.png, D. BOUSMAR, Nicolas RIVIÈREorcid_16x16.png, André PAQUIERorcid_16x16.png, Y. ZECH (2009).
Nonuniform flow in compound channel: A 1-D method for assessing water level and discharge distribution
Water Resour. Res. 45, W12411 (16 pages). doi:10.1029/2009WR008202 doi.ico openalex-16x16.png
15.Emmanuel MIGNOTorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png, Richard J. PERKINS, André PAQUIERorcid_16x16.png, Gilbert TRAVIN (2009).
Closure to ?Flow Patterns in a Four-Branch Junction with Supercritical Flow? by Emmanuel Mignot, Nicolas Rivière, Richard Perkins, and André Paquier
J. Hydraul. Eng. 135, 1023–1024. doi:10.1061/(ASCE)HY.1943-7900.0000119 doi.ico openalex-16x16.png
16.Alain RECKING, P. FREY, André PAQUIERorcid_16x16.png, P. BELLEUDY, Jean-Yves CHAMPAGNE (2008).
Bed-load transport flume experiments on steep slopes
J. Hydraul. Eng. 134, 1302–1310. doi:10.1061/(ASCE)0733-9429(2008)134:9(1302) doi.ico openalex-16x16.png
17.Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png (2008).
Experimental and numerical modeling of symmetrical four-branch supercritical cross junction flow
J. Hydraul. Res. 46, 723–738. doi:10.3826/jhr.2008.2961 doi.ico openalex-16x16.png
18.K.E.K. ABDERREZZAK, André PAQUIERorcid_16x16.png, Bernard GAY (2008).
One-dimensional numerical modelling of dam-break waves over movable beds: application to experimental and field cases
Environ. Fluid Mech. 8, 169–198. doi:10.1007/s10652-008-9056-9 doi.ico openalex-16x16.png
19.Emmanuel MIGNOTorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png, Richard J. PERKINS, André PAQUIERorcid_16x16.png (2008).
Flow patterns in a four-branch junction with supercritical flow
J. Hydraul. Eng. 134, 701–713. doi:10.1061/(ASCE)0733-9429(2008)134:6(701) doi.ico openalex-16x16.png
20.Alain RECKING, P. FREY, André PAQUIERorcid_16x16.png, P. BELLEUDY, Jean-Yves CHAMPAGNE (2008).
Feedback between bed load transport and flow resistance in gravel and cobble bed rivers
Water Resour. Res. 44 (W05412 pages). doi:10.1029/2007WR006219 doi.ico openalex-16x16.png
21.Sébastien PROUSTorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png, D. BOUSMAR, André PAQUIERorcid_16x16.png, Y. ZECH, Robert MOREL (2006).
Flow in compound channel with abrupt floodplain contraction
J. Hydraul. Eng. 132, 958–970. doi:10.1061/(ASCE)0733-9429(2006)132:9(958) doi.ico hal.ico openalex-16x16.png
*.Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, S. HAIDER (2006).
Modeling floods in a dense urban area using 2D shallow water equations
J. Hydrol. 327, 186–199. doi:10.1016/j.jhydrol.2005.11.026 doi.ico openalex-16x16.png
*.Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, T. ISHIGAKI (2006).
Comparison of numerical and experimental simulations of a flood in a dense urban area
Water Sci. Technol. 54, 65–73. doi:10.2166/wst.2006.596 doi.ico openalex-16x16.png
*.J. LHOMME, C. BOUVIER, Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png (2006).
One-dimensional GIS-based model compared with a two-dimensional model in urban floods simulation
Water Sci. Technol. 54, 83–91. doi:10.2166/wst.2006.594 doi.ico openalex-16x16.png
22.D. BOUSMAR, Nicolas RIVIÈREorcid_16x16.png, Sébastien PROUSTorcid_16x16.png, André PAQUIERorcid_16x16.png, Robert MOREL, Y. ZECH (2005).
Upstream discharge distribution in short compound channel flumes
J. Hydraul. Eng. 131, 408–412.
23.S. HAIDER, André PAQUIERorcid_16x16.png, Robert MOREL, Jean-Yves CHAMPAGNE (2003).
Urban flood modelling using computational fluid dynamics
Proc. Inst. Civ. Eng., Water Marit. Eng. 156, 129–135. doi:10.1680/wama.156.2.129.37999 doi.ico openalex-16x16.png
 
thèses/hdr
1.Jérôme LE COZorcid_16x16.png (dir.: Richard J. PERKINS, André PAQUIER) (2007).
Fonctionnement hydro-sédimentaire des bras morts de rivière alluviale
Thèse École centrale de Lyon
http://bibli.ec-lyon.fr/exl-doc/jlcoz.pdf
 
communications avec actes
1.Sébastien PROUSTorcid_16x16.png, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png, D. BOUSMAR (2008).
Resolving energy losses for non-uniform flows in compound channel
4th International Conference on Fluvial Hydraulics, Izmir, Turkey.
In: River Flow 2008, , .
2.Yann PELTIER, Sébastien PROUSTorcid_16x16.png, A. BOURDAT, F. THOLLET, Nicolas RIVIÈREorcid_16x16.png, André PAQUIERorcid_16x16.png (2008).
Physical and numerical modeling of overbank flow with a groyne on the floodplain
4th International Conference on Fluvial Hydraulics, Izmir, Turkey.
In: River Flow 2008, , .
3.B. TERRIER, Sébastien PROUSTorcid_16x16.png, D. BOUSMAR, K. SHIONO, Nicolas RIVIÈREorcid_16x16.png, André PAQUIERorcid_16x16.png (2008).
Investigation of the establishment of uniform flow in compound channel flumes
8th International Conference on Hydro-Science and Engineering, Nagoya, Japan.
In: Proceedings of ICHE 2008, , .
4.K. EL KADI ABDERREZZAK, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png, E. LEBLOIS, V. GUINOT (2007).
Rives project: knowledge and management of urban flood risks
Aquaterra 2007, Amsterdam, Netherlands.
In: Special aspects of urban flood management : Proceedings Cost Session Aquaterra Conference 2007, Institut für Wasserbau, Hamburg, 119–136.
5.K. EL KADI ABDERREZZAK, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png, E. LEBLOIS, V. GUINOT (2007).
Towards a better knowledge and management of flood risks in urban area: the RIVES project
6th International Conference on sustainable techniques and strategies for urban water management, Lyon, France.
In: Proceedings of NOVATECH 2007, INIST, Nancy, France.
6.Jérôme LE COZorcid_16x16.png, Werner BREVISorcid_16x16.png, Y. NINO, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png (2006).
Open channel side cavities : a comparison of field and flume experiments
3rd International Conference on Fluvial Hydraulics, Lisbon, Portugal.
In: River Flow 2006, Taylor & Francis, UK, 145–152.
7.Sébastien PROUSTorcid_16x16.png, D. BOUSMAR, Nicolas RIVIÈREorcid_16x16.png, André PAQUIERorcid_16x16.png, Y. ZECH (2006).
A methodology for computing non-uniform flows in compound channels
3rd International Conference on Fluvial Hydraulics, Lisbon, Portugal.
In: River Flow 2006, Taylor & Francis, UK, 405–414.
8.Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png (2005).
2D Numerical simulations of four branch experimental supercritical junction flows
31st IAHR Congress, Seoul, Korea, Republic of.
In: Proceedings of the 31st IAHR Congress, , , 5635–5644.
9.Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, Richard J. PERKINS, Nicolas RIVIÈREorcid_16x16.png (2005).
Flow structures at the junction of four supercritical channel flows
10th International Conference on Urban Drainage, Copenhagen, Denmark.
In: Proceedings of the 10th International Conference on Urban Drainage, , .
 
communications sans actes
1.Pierre-Henri BAZIN, Anne BESSETTE, Emmanuel MIGNOTorcid_16x16.png, André PAQUIERorcid_16x16.png, Nicolas RIVIÈREorcid_16x16.png (2011).
Influence of detailes topography when modeling flows in street junction during urban flooding
5th International Conference on Flood Management (ICFM5), Tokyo, Japan.
 
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