31/03/2021

Closure to “Unsteady Stage-Discharge Relationships for Sharp-Crested Weirs” Ghasemzadeh, F., Kouchakzadeh, S., & Belaud, G. (2021). Closure to “Unsteady Stage-Discharge Relationships for Sharp-Crested Weirs” by Firouz Ghasemzadeh, Salah Kouchakzadeh, and Gilles Belaud. Journal of Irrigation and Drainage Engineering, 147(4), 07021002.
31/03/2021

Vegetation cover at the water surface best explains seed retention in open channels Rudi, G., Belaud, G., Troiano, S., Bailly, J. S., & Vinatier, F. Vegetation cover at the water surface best explains seed retention in open channels. Ecohydrology, e2263.
31/12/2020
Vinatier, F., Bailly, J. S., & Belaud, G. (2017). From 3 D grassy vegetation point cloud to hydraulic resistance: Application to close‐range estimation of Manning coefficients for intermittent open channels. Ecohydrology, 10(8), e1885.
11/06/2020
Majdalani, S., Moussa, R., & Chazarin, J. P. (2020). A novel platform to evaluate the dampening of water and solute transport in an experimental channel under unsteady flow conditions. Hydrological Processes, 34(4), 956-971
11/06/2020
Ghasemzadeh, F., Kouchakzadeh, S., & Belaud, G. (2020). Unsteady Stage-Discharge Relationships for Sharp-Crested Weirs. Journal of Irrigation and Drainage Engineering, 146(6), 04020009.
06/06/2019
Formation d’étudiants Institute for Water Education IHE DELFT 9 étudiants de l’université de Nebraska Lincoln (USA) et 10 étudiants de « Institute For Water Education DELFT » sous l’égide de l’UNESCO ont participé du 20 au 24 Mai 2019 à une formation en hydraulique pour l’agriculture avec l’équipe de la halle hydraulique de Montpellier SupAgro. Mardi 21 Mai, Ils ont pu découvrir le système d’irrigation du domaine du Merle et expérimenter la mise en œuvre et le pilotage de l’irrigation d’un calan avec différents dispositifs (mesure de débit au courantomètre, mesure du taux d’humidité du sol avant et après irrigation, tests d’infiltration, […]
05/03/2019
Les élèves de trois collèges à la découverte de l’Agro dans le cadre des « Cordées de la réussite » Les portes du campus de la Gaillarde de Montpellier SupAgro se sont ouvertes pour accueillir une trentaine de collégiennes et collégiens des établissements Elsa Triolet, Eugéne Vigne et Jules Vallès (Gard), ce jeudi 21 février 2019. Objectifs : sensibiliser les jeunes élèves à l’enseignement supérieur à travers une présentation ludique de l’Ecole, de ses formations et des métiers possibles. Le tout ponctué par une visite de l’@rchipel et du tout nouveau cœur connecté et enfin par la découverte du BricoLab […]
31/12/2018
Romdhane, H., Soualmia, A., Cassan, L., & Belaud, G. (2018). Effect of vegetation on flows and sediment transport. In E3S Web of Conferences (Vol. 40, p. 02017). EDP Sciences.
31/12/2018
Le Faucheux, P., Dorchies, D., Li, X., Gamri, S., Dejean, C., Tomas, S., & Belaud, G. (2018). Modelling flow under baffle sluice gates. In Advances in hydroinformatics (pp. 821-833). Springer, Singapore.
31/12/2018
Vinatier, F., Dollinger, J., Rudi, G., Feurer, D., Belaud, G., & Bailly, J. S. (2018). The Use of Photogrammetry to Construct Time Series of Vegetation Permeability to Water and Seed Transport in Agricultural Waterways. Remote Sensing, 10(12), 2050.
08/06/2018
Une vis hydrodynamique testée lors d’un TIPE La vis hydrodynamique, dont le principe de fonctionnement s’inspire de la vis d’Archimède, est un nouveau type de mini centrale hydroélectrique très prometteur. Elle permet l’exploitation de cours d’eau de bas débit (débits réservés dans les barrages hydrauliques, cours d’eau de montagne,..) qui sont à l’heure actuelle les cours d’eau les plus fréquents et les moins utilisés sur le territoire Français. Aujourd’hui, une dizaine de vis sont installées en France. Elles produisent en moyenne 200kW chacune et alimentent environ 200 habitations par an en électricité. L’étude effectuée par Line Gabarrou (élève du lycée […]
31/12/2017
Ghavidel, M., Kouchakzadeh, S., Bijankhan, M., & Belaud, G. (2017). Discussion of “Numerical Modeling of Submerged Hydraulic Jump from a Sluice Gate” by Veysel Gumus, Oguz Simsek, Nazire Goksu Soydan, Mevlut Sami Akoz, and Mehmet Salih Kirkgoz. Journal of Irrigation and Drainage Engineering, 143(4), 07016020.
30/01/2017
Vinatier, F., Bailly, J. S., & Belaud, G. From 3D grassy vegetation point cloud to hydraulic resistance grassy vegetation point cloud to hydraulic resistance: Application to close‐range estimation of Manning coefficients for intermittent open channels. Ecohydrology. DOI 10.1002/eco.1885
08/01/2017
Bijankhan, M., Kouchakzadeh, S., & Belaud, G. (2017). Application of the submerged experimental velocity profiles for the sluice gate’s stage-discharge relationship. Flow Measurement and Instrumentation. 54, 97-108
31/12/2016
Vinatier, F., Bailly, J. S., Belaud, G., & Combemale, D. (2016). Using a terrestrial laser scanner to characterize vegetation-induced flow resistance in a controlled channel. arXiv preprint arXiv:1608.02483.
08/11/2016
A. Ghavidel, S. Kouchakzadeh, M. Bijankhan, G. Belaud. Discussion of ”Numerical Modeling of Submerged Hydraulic Jump from a Sluice Gate” by Gumus, V., Simsek, O., Soydan, N., Akoz, M., and Kirkgoz, M. (2016). J. Irrig. Drainage Eng., doi 10.1061/(ASCE)IR.1943-4774.0000948
10/11/2015
M. Bijankhan, S. Kouchakzadeh, G. Belaud. 2015. Parallel jet interactions due to the gate piers. the 36 th IAHR World Congress (28June – 3July,2015), The Hague, the Netherlands; 05/2015
10/11/2015
D Aubé, A Berkaoui, F Vinatier, JS Bailly, G Belaud, 2015. 4D photogrammetric technique to study free surface water in open channels. EGU General Assembly Conference Abstracts (17).
10/11/2015
F. Vinatier, JS. Bailly, G. Belaud, D. Combemale, 2015. Vegetation patch effects on flow resistance at channel scale. the 36 th IAHR World Congress, The Hague, the Netherlands
10/11/2015
F. Vinatier, JS. Bailly, G. Belaud, D. Combemale. Using a terrestrial laser scanner to characterize vegetation-induced flow resistance in a controlled channel. the 36 th IAHR World Congress (28June – 3July,2015), The Hague, the Netherlands. arXiv preprint arXiv:1608.02483.
08/11/2015
Cassan, L., Belaud, G., Baume, J.P., Dejean, C., Moulin, F., 2015. Velocity profiles in a real vegetated channel. Environmental Fluid Mechanics, 15 (6), pp. 1263-1279.
10/11/2014
M Bijankhan, S Kouchakzadeh, G Belaud, 2014. Parallel Jets Emerging From Two Parallel Gates: Distinguishing Flow Condition 5th International Junior Researcher and Engineer Workshop on Hydraulic Structures, Belgium, Spa; 08/2014
10/11/2014
Belaud, G., Tomas S., Cheviron, B. 2014. Contraction under inclined gates. 3rd European IAHR Congress, Porto (Avril 2014)
10/11/2014
ASCE, Task Committee “canal automation”, 2014. Canal automation manual. Ouvrage collectif.
08/11/2014
Belaud, G., Cassan, L., and Baume, J., 2014. Discussion of “Revisiting the Energy-Momentum Method for Rating Vertical Sluice Gates under Submerged Flow Conditions” by Oscar Castro-Orgaz, Luciano Mateos, and Subhasish Dey. J. Irrig.Drain Eng., 140(7), 07014019.
08/11/2013
Belaud, G., Litrico, X., & Clemmens, A. J., 2013. Response Time of a Canal Pool for Scheduled Water Delivery. Journal of Irrigation and Drainage Engineering, 139(4), 300–308.
10/11/2012
L. Cassan, G. Belaud, C. Dejean, J.P. Baume, 2012. Seasonal variation of velocity fields due to vegetation in lined channels: impact on flow measurement. EWRI-ASCE conference, Albuquerque (New Mexico). 20-24 May 2012.
10/11/2012
G. Belaud, L. Cassan, J.P. Baume, 2012. Contraction and correction coefficients for Energy-Momentum balance under sluice gates. EWRI-ASCE conference, Albuquerque (New Mexico). 20-24 May 2012.
08/11/2012
Cassan, L., & Belaud, G., 2012. Experimental and Numerical Investigation of Flow under Sluice Gates. Journal of Hydraulic Engineering, 138(4), 367–373.
08/11/2011
L. Cassan, J.-P. Baume, G. Belaud, X. Litrico, P.-O. Malaterre, & J. Ribot-Bruno. 2011. Hydraulic modeling of a mixed water level control hydro-mechanical gate. Journal of Irrigation and Drainage Engineering, 137, 446-453
10/11/2010
L.Cassan & G. Belaud. 2010. Experimental and numerical studies of the flow structure generated by a submerged sluice gate. Congrès européen IAHR, Edimburgh, 2010
10/11/2009
Pascal Finaud-Guyot. Modélisation macroscopique des inondations fluviales et urbaines – Prise en compte des écoulements directionnels et des échanges lit majeur – lit mineur. Dynamique des Fluides [physics.flu-dyn]. Université Montpellier II – Sciences et Techniques du Languedoc, 2009. Français.
08/11/2009
G. Belaud, L. Cassan & J.P. Baume. 2009. Calculation of contraction coefficient under sluice gates from momentum and energy conservation. Journal of Hydraulic Engineering,135: 1086-1091.
08/11/2009
G. Belaud & X. Litrico, 2009. Discussion of “Investigation of Flow Upstream of Orifices” by D. B. Bryant, A. A. Khan and N. M. Aziz, Journal of Hydraulic Engineering, 135, 155-157.
10/11/2008
L.Cassan & G. Belaud. 2008. RANS simulation of the flow generated by sluice gates. In Hydraulic Structures, Ed. S. Pagliara. IJHWR, Pise, Aout 2008.
08/11/2008
G. Belaud, X. Litrico, B. de Graaff, & J.P. Baume. 2008. Hydraulic modeling of an automatic upstream water level control gate for submerged flow conditions. Journal of Irrigation and Drainage Engineering, 134(3), pp 315-326.
08/11/2008
G. Belaud & X. Litrico, 2008. Closed-form solution of the potential flow in a contracted flume. Journal of Fluid Mechanics, 599, pp299-307.
10/11/2007
G. Belaud & X. Litrico. 3d velocity field generated by a side orifice in an open channel. In 32th Congress IAHR, Venice, 2007.
10/11/2007
X. Litrico, G. Belaud, & V. Fromion. Dynamic stability analysis of automatic water level control gates in open-channels. In 46th IEEE Conference on Decision and Control, New Orleans, Dec. 2007.
08/11/2007
Othman, M. K., Abubakar, S. Z., Litrico, X., & Belaud, G. (2007). Laboratory evaluation of free overfall equations for predicting water profile over weir. Arid Zone Journal of Engineering, Technology and Environment, 5, 26-36.
08/11/2005
X. Litrico, G. Belaud, J.P. Baume & J. Ribot-Bruno. 2005. Hydraulic modeling of the Begemann gate. Journal of Irrigation and Drainage Engineering, (Best paper award 2007). Vol. 131(4), pp 176-189.
30/01/2017
Vinatier, F., Bailly, J. S., & Belaud, G. From 3D grassy vegetation point cloud to hydraulic resistance grassy vegetation point cloud to hydraulic resistance: Application to close‐range estimation of Manning coefficients for intermittent open channels. Ecohydrology. DOI 10.1002/eco.1885
08/01/2017
Bijankhan, M., Kouchakzadeh, S., & Belaud, G. (2017). Application of the submerged experimental velocity profiles for the sluice gate’s stage-discharge relationship. Flow Measurement and Instrumentation. 54, 97-108
08/11/2016
A. Ghavidel, S. Kouchakzadeh, M. Bijankhan, G. Belaud. Discussion of ”Numerical Modeling of Submerged Hydraulic Jump from a Sluice Gate” by Gumus, V., Simsek, O., Soydan, N., Akoz, M., and Kirkgoz, M. (2016). J. Irrig. Drainage Eng., doi 10.1061/(ASCE)IR.1943-4774.0000948
10/11/2015
M. Bijankhan, S. Kouchakzadeh, G. Belaud. 2015. Parallel jet interactions due to the gate piers. the 36 th IAHR World Congress (28June – 3July,2015), The Hague, the Netherlands; 05/2015
10/11/2015
D Aubé, A Berkaoui, F Vinatier, JS Bailly, G Belaud, 2015. 4D photogrammetric technique to study free surface water in open channels. EGU General Assembly Conference Abstracts (17).
10/11/2015
F. Vinatier, JS. Bailly, G. Belaud, D. Combemale, 2015. Vegetation patch effects on flow resistance at channel scale. the 36 th IAHR World Congress, The Hague, the Netherlands
10/11/2015
F. Vinatier, JS. Bailly, G. Belaud, D. Combemale. Using a terrestrial laser scanner to characterize vegetation-induced flow resistance in a controlled channel. the 36 th IAHR World Congress (28June – 3July,2015), The Hague, the Netherlands. arXiv preprint arXiv:1608.02483.
08/11/2015
Cassan, L., Belaud, G., Baume, J.P., Dejean, C., Moulin, F., 2015. Velocity profiles in a real vegetated channel. Environmental Fluid Mechanics, 15 (6), pp. 1263-1279.
10/11/2014
M Bijankhan, S Kouchakzadeh, G Belaud, 2014. Parallel Jets Emerging From Two Parallel Gates: Distinguishing Flow Condition 5th International Junior Researcher and Engineer Workshop on Hydraulic Structures, Belgium, Spa; 08/2014
10/11/2014
Belaud, G., Tomas S., Cheviron, B. 2014. Contraction under inclined gates. 3rd European IAHR Congress, Porto (Avril 2014)
10/11/2014
ASCE, Task Committee “canal automation”, 2014. Canal automation manual. Ouvrage collectif.
08/11/2014
Belaud, G., Cassan, L., and Baume, J., 2014. Discussion of “Revisiting the Energy-Momentum Method for Rating Vertical Sluice Gates under Submerged Flow Conditions” by Oscar Castro-Orgaz, Luciano Mateos, and Subhasish Dey. J. Irrig.Drain Eng., 140(7), 07014019.
08/11/2013
Belaud, G., Litrico, X., & Clemmens, A. J., 2013. Response Time of a Canal Pool for Scheduled Water Delivery. Journal of Irrigation and Drainage Engineering, 139(4), 300–308.
10/11/2012
L. Cassan, G. Belaud, C. Dejean, J.P. Baume, 2012. Seasonal variation of velocity fields due to vegetation in lined channels: impact on flow measurement. EWRI-ASCE conference, Albuquerque (New Mexico). 20-24 May 2012.
10/11/2012
G. Belaud, L. Cassan, J.P. Baume, 2012. Contraction and correction coefficients for Energy-Momentum balance under sluice gates. EWRI-ASCE conference, Albuquerque (New Mexico). 20-24 May 2012.
08/11/2012
Cassan, L., & Belaud, G., 2012. Experimental and Numerical Investigation of Flow under Sluice Gates. Journal of Hydraulic Engineering, 138(4), 367–373.
08/11/2011
L. Cassan, J.-P. Baume, G. Belaud, X. Litrico, P.-O. Malaterre, & J. Ribot-Bruno. 2011. Hydraulic modeling of a mixed water level control hydro-mechanical gate. Journal of Irrigation and Drainage Engineering, 137, 446-453
10/11/2010
L.Cassan & G. Belaud. 2010. Experimental and numerical studies of the flow structure generated by a submerged sluice gate. Congrès européen IAHR, Edimburgh, 2010
10/11/2009
Pascal Finaud-Guyot. Modélisation macroscopique des inondations fluviales et urbaines – Prise en compte des écoulements directionnels et des échanges lit majeur – lit mineur. Dynamique des Fluides [physics.flu-dyn]. Université Montpellier II – Sciences et Techniques du Languedoc, 2009. Français.
08/11/2009
G. Belaud, L. Cassan & J.P. Baume. 2009. Calculation of contraction coefficient under sluice gates from momentum and energy conservation. Journal of Hydraulic Engineering,135: 1086-1091.
08/11/2009
G. Belaud & X. Litrico, 2009. Discussion of “Investigation of Flow Upstream of Orifices” by D. B. Bryant, A. A. Khan and N. M. Aziz, Journal of Hydraulic Engineering, 135, 155-157.
10/11/2008
L.Cassan & G. Belaud. 2008. RANS simulation of the flow generated by sluice gates. In Hydraulic Structures, Ed. S. Pagliara. IJHWR, Pise, Aout 2008.
08/11/2008
G. Belaud, X. Litrico, B. de Graaff, & J.P. Baume. 2008. Hydraulic modeling of an automatic upstream water level control gate for submerged flow conditions. Journal of Irrigation and Drainage Engineering, 134(3), pp 315-326.
08/11/2008
G. Belaud & X. Litrico, 2008. Closed-form solution of the potential flow in a contracted flume. Journal of Fluid Mechanics, 599, pp299-307.
10/11/2007
G. Belaud & X. Litrico. 3d velocity field generated by a side orifice in an open channel. In 32th Congress IAHR, Venice, 2007.
10/11/2007
X. Litrico, G. Belaud, & V. Fromion. Dynamic stability analysis of automatic water level control gates in open-channels. In 46th IEEE Conference on Decision and Control, New Orleans, Dec. 2007.
08/11/2007
Othman, M. K., Abubakar, S. Z., Litrico, X., & Belaud, G. (2007). Laboratory evaluation of free overfall equations for predicting water profile over weir. Arid Zone Journal of Engineering, Technology and Environment, 5, 26-36.
08/11/2005
X. Litrico, G. Belaud, J.P. Baume & J. Ribot-Bruno. 2005. Hydraulic modeling of the Begemann gate. Journal of Irrigation and Drainage Engineering, (Best paper award 2007). Vol. 131(4), pp 176-189.