Kamal EL KADI ABDERREZZAK
Expert Research Engineer
EDF R&D LNHE
 6 quai Watier 78401 Chatou, France
 01 30 87 79 11
: [email protected]
Born on January 6th 1977
Nationality : French
 33 route du mont Cindre, St Cyr au Mont d’Or
 06 64 78 37 20
: [email protected]
Research interests : Fluid mechanics, Flood modeling, Sediment transport and river morphology, Water quality
EDUCATION
2006
Phd in Fluid Mechanics - Fluid mechanic and Acoustics Laboratory (LMFA) - Claude Bernard
University, Lyon, France
2002
Msc in Mechanics of Geophysical Media and Environment - Water and Environmental Sciences
school (Ense3) and Joseph Fourier University, Grenoble, France
2001
Engineering Degree in Hydraulics and Structures - Ense3 school, Grenoble, France
PROFESSIONAL POSITIONS
Since 2008
Expert Research Engineer - National Laboratory for Hydraulics and Environment (LNHE) of
EDF R&D, Chatou, France
2006-2008
Research Engineer - Hydrology and Hydraulics Research Unit of Irstea (formerly CEMAGREF),
Lyon, France
DISTINCTIONS AND AWARDS
2015
“Public Award“- EDF Trophy and Awards for “Modelling of River Meandering”
2013
“3rd Excellent project Award” - EDF Trophy and Awards for “restoration of the Old Rhine (France)”
2013
“Excellent Paper Award” - 12th International Symposium on River Sedimentation (ISRS) (Kyoto,
Japon) for “Case Study: Movable-bed model scaling for bed load sediment supply in the Old
Rhine (France)”
2009
“Second Best Poster” - 6th Symposium on River, Coastal and Estuarine Morphodynamics
(RCEM) (Santa-Fe, Argentina) for “Performance of sediment transport capacity formulas in
numerical modelling of dam break flows over movable beds”
TEACHING
Since 2016
Open Channel Flows. Ecole Spéciale des Travaux Publics (ESTP), Paris, France
Since 2009
Fundamentals of Fluid Mechanics. Ecole Spéciale des Travaux Publics (ESTP), Paris, France
Since 2014
Pressure Flows in Pipes. Polytech Nice-Sophia, Nice, France
Since 2013
Sediment Transport in Rivers : Processes, Physical and Numerical Modelling. Polytech NiceSophia, Nice, France
2015
Master Courses on 2D and 3D modeling of flow and bed morphodynamics using TELEMAC. 9th
Symposium on River, Coastal and Estuarine Morphodynamics (RCEM 2015), Iquitos, Peru
2009
Master Courses on Sediment-Turbulent Flow Interactions. 6th Symposium on River, Coastal and
Estuarine Morphodynamics (RCEM 2009), Santa Fe, Argentina
2005-2010
Numerical Modelling of Sediment Transport. University Claude Bernard, Lyon, France
PROFESSIONAL SERVICE ACTIVITIES
Journal Reviewer
Journal of Hydraulic Research, Journal of Hydraulic Engineering, Water Resources Research,
International Journal of Sediment Research, Journal of Hydro-environment Research, Applied
Mathematical Modelling, Hydrological Sciences Journal, Natural Hazards and Earth System
Sciences, Applied Ocean Research, Engineering Applications of Computational Fluid Mechanics
Conference
Reviewer
IAHR congress, International Conference on Scour and Erosion (ICSE), EGU, AGU
Proposal
Reviewer
Fund for Scientific Research (Fonds de la Recherche Scientifique FNRS), Belgium
Member of
scientific
committee
International Conference on Fluvial Hydraulics (River Flow 2018), Lyon, France
River, Coastal and Estuarine Morphodynamics (RCEM 2015), Iquitos, Peru
International Conference on Scour and Erosion (ICSE 2012), Paris, France
Chair/Convener of
sessions
(Chair) Challenges on Scaled Physical Modeling of Sediment Transport. American Geophysical
Union (AGU), fall meeting in San Francisco, CA, USA, December, 2011
(Co-convener) Numerical modelling and experiments in river morphodynamics. European
Geophysical Union (EGU), Vienna, Austria, April, 2014
Editor in
international
journals
(Co-editor). Special Issue on “Moveable-bed models”. Journal of Hydro-Environment Research,
Elsevier, 2012-2013. http://www.sciencedirect.com/science/journal/15706443/8/2
SUPERVISING
Pdh Thesis
(Co-supervisor) Ismail Rifai (2015-2018) - Physical and numerical modeling of lateral dike
breaching due to overtopping
(Co-supervisor) Emeline Perret (2014-2017) - Influence of fine sediment on the critical threshold
conditions for motion of coarse material
Andrés Die Moran (2009-2012) - Physical and numerical modelling investigation of induced bank
erosion as a sediment transport restoration strategy for traine drivers. The case of the Old Rhine
(France)
Master and
Engineer Thesis
5 Master students and 5 Engineer students
Educational
activities
(2012-2014) Mentor of 6 students from Ecole des Ponts ParisTech, conducting research training
period in European laboratories
Engineering
projects
(2012-2014) 2D and 3D numerical modelling of dam-break flows over erodible beds. Polytech
Nice Sophia, Nice, France
SUPPLMENTARY INFORMATION
Languages
French, English, Arabic
Msc/Phd
committee
3 Phd thesis and 6 Master thesis
Engineering
School admission
committee
(Since 2013) Member of TIPE (Travaux d'Initiative Personnelle Encadrés) jury for student
admission at engineering schools
Professional
society
memberships
International Association for Hydro-Environment Engineering and Research (IAHR) (through
EDF membership)
PUBLICATIONS
International Journals
[1] Perret, E., Camenen, B., Berni, C., El kadi Abderrezzak, K. (2016). Uncertainty sources in the incipient motion of
cohesionless particles: impact on sediment rating curve for large rivers. Water Resources Research. Submitted
[2] Rifai, I., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., Dewals, B., El kadi Abderrezzak, K. (2016).
Discussion “Laboratory study on 3D flow structures induced by zero-height side weir and implications for 1D modelling”
by Michelazzo et al. Journal of Hydraulic Engineering. In press.
[3] Mendoza, A., Abad, J. D., Langendoen, E. J., Wang, D., Tassi, P., El kadi Abderrezzak, K. (2016). Effect of
sediment boundary conditions in the development of bed forms. Journal of Hydraulic Engineering. In press.
[4] El kadi Abderrezzak, K., Die Moran, A., Tassi, P., R. Ata, Herouvet, J. M. (2015). Modelling river bank erosion
using a 2D depth-averaged numerical model of flow and non-cohesive, non-uniform sediment transport. Advances in
Water Research, 93, 75-88.
[5] Langendoen, E. J., Mendoza, A., Abad, J. D., Tassi, P., Wang, D., Ata, R., El kadi Abderrezzak, K., Herouvet, J.
M. (2016). Improved Numerical Modelling of Morphodynamics of Rivers with Steep Banks. Advances in Water
Research, 93, 4-14.
[6] El kadi Abderrezzak, K., Ata, R., Zaoui, F. (2015). Performance of longitudinal diffusion coefficient formulas in 1D modelling of solute transport in rivers. Journal of Hydrology, 527, 978-989.
[7] El kadi Abderrezzak, K., Abad, J. D., Langendoen, E. J. (2014). Guest Editors' Note of Special Issue on Physicalbed Models. Journal of Hydro-environment Research, 8(2), 75-76.
[8] El kadi Abderrezzak, K., Die Moran, A., Mosselman, E., Bouchard, J. P., Habersack, H., Lebert, F., Aelbrecht, D.
(2014). A physical, movable-bed model for non-uniform sediment transport, fluvial erosion and bank failure in rivers.
Journal of Hydro-environment Research, 8(2), 95-114.
[9] Die Moran, A., El kadi Abderrezzak, K., Mosselman, E., Habersack, H., Lebert, F., Aelbrecht, D. (2013). Physical
model experiments for sediment supply to the Old Rhine through induced bank erosion. International Journal of
Sediment Research, 28(4), 431-447.
[10] Soares-Frazao, S., Canelas, R., Cao, Z., Cea, L., Chaudhry, H., Die Moran, A., El kadi Abderrezzak, K., Ferreira,
R., Cadórniga, I.F., Gonzalez-Ramirez, N., Greco, M., Huang, W., Imran, J., Le Coz, J., Marsooli, R., Paquier, A.,
Pender, P., Pontillo, M., Puertas, J., Spinewine, B. Swartenbroekx, C., Tsubaki, R., Villaret, C., Wu, W., Yue, Z., Zech,
Y. (2012). Dam-break flows over mobile beds: Experiments and benchmark tests for numerical models. Journal of
Hydraulic Research, 50(4), 364-375.
[11] El kadi Abderrezzak, K., Paquier, A. (2011). Applicability of sediment transport capacity formulas to dam-break
flows over movable beds. Journal of Hydraulic Engineering, 137(2), 209-221.
[12] El kadi Abderrezzak, K., Lewicki, L., Paquier, A., Rivière, N. (2011). Transcritical dividing flow patterns in three
open-channels intersection. Journal of Hydraulic Research, 49(2), 231-238.
[13] Lewicki, L., Paquier, A., El kadi Abderrezzak, K., Rivière, N. (2010). Uncertainty in hydraulic modeling: a case
study of an experiment in transcritical flow. Canadian Journal of Civil engineering, 37(7), 1014-1023.
[14] El kadi Abderrezzak, K., Paquier, A. (2009). One-dimensional numerical modeling of sediment transport and
bed deformation in open channels. Water Resources Research, 45, W05404, doi:10.1029/2008WR007134.
[15] El kadi Abderrezzak, K., Paquier, A., Mignot, E. (2009). Modelling flash flood propagation in urban areas using
a 2-D numerical model. Natural Hazard, Special issue: Modelling and simulation, 50(3), 433-460.
[16] El kadi Abderrezzak, K., Paquier, A. (2009). Discussion of “Numerical and Experimental Study of Dividing OpenChannel Flows” by A. S. Ramamurthy, Qu, J. and Vo, D. Journal of Hydraulic Engineering, 135(12), 1111–1112.
[17] El kadi Abderrezzak, K., Paquier, A., Gay, B. (2008). One-dimensional numerical modelling of dam-break waves
over movable beds: Application to experimental and field cases. Environmental Fluid Mechanics, 8(2), 169-198, DOI:
10.1007/s10652-008-9056-9.
Book chapters
[1] El kadi Abderrezzak, K., Paquier, A. (2009). Transport de sédiments - Charriage et suspension. In: De la goutte
de pluie jusqu'à la mer - Traité d'hydraulique environnementale. Vol 1: Processus hydrologiques et fluviaux,
Hermès/Lavoisier, Paris, France, 295-318. ISBN 978-2-7462-2008-9.
[2] Paquier, A., El kadi Abderrezzak, K. (2008). A model for bed load transport and morphological evolution in rivers:
Description and pertinence. In Hyperbolic problems: Theory, numerics, applications, S. Benzoni-Gavage and D. Serre,
eds., Springer, Heidelberg, Germany, 285-296. ISBN-13: 978-3540757115.
International conferences with peer-reviewed proceedings
[1] Rifai, I., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., Dewals, B., El kadi Abderrezzak, K. (2016).
Monitoring topography of laboratory fluvial dike models subjected to breaching based on a laser profilometry
technique. 13th International Symposium on River Sedimentation, Stuttgart, Germany. Accepted.
[2] Rifai, I., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., Dewals, B., El kadi Abderrezzak, K. (2016).
Sensitivity of the breaching process in the case of overtopping induced fluvial dike failure. International Conference
on Fluvial Hydraulics (Riverflow), Saint Louis, USA. Accepted.
[3] Rifai, I., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., Dewals, B., El kadi Abderrezzak, K. (2016).
Failure of fluvial dikes: how does the flow in the main channel influence the breach development? IAHR-Europe
Congress, Liège, Belgium. Accepted.
[4] Langendoen, E. J., Abad, J. D., Mendoza, A., Ata, R., El kadi Abderrezzak, K., Hervouet, J. M., Tassi, P (2016).
Subgrid scale bank erosion modeling using TELEMAC2D. International Conference on Fluvial Hydraulics (River Flow
2016), Saint Louis, USA. Accepted.
[5] Perret, E., Herrero, A., Berni, C., El kadi Abderrezzak, K., Camenen,B. (2015). Incipient motion of a bimodal
mixture of gravel and silt: a laboratory experimental study. 9th Symposium on River Coastal and Estuarine
Morphodynamics (RCEM), Iquitos, Peru.
[6] Rifai, I., Erpicum, S., Archambeau, P., Benoit, M., Pirotton, M., Dewals, B., El kadi Abderrezzak, K. (2015).
Physical modeling of lateral dike breaching due to overtopping. 9th Symposium on River Coastal and Estuarine
Morphodynamics (RCEM), Iquitos, Peru.
[7] Mendoza, A., Ata, R., El kadi Abderrezzak, K., Abad, J., Langendoen, E. J., Hervouet, J-M., Tassi, P. (2015).
Improved numerical modeling of morphodynamics of rivers with steep banks. 9th Symposium on River Coastal and
Estuarine Morphodynamics (RCEM 2015), Iquitos, Peru.
[8] El kadi Abderrezzak, K., Ata, R., Tassi, P., Herouvet, J. M., Wang, D., Zhang, Q. (2015). 3D numerical simulation
of dam break waves over erodible beds: the role of turbulence and mesh size. 36th IAHR World Congress, La Haye,
Netherlands.
[9] Wang, D., Tassi, P., Claude, N., El kadi Abderrezzak, K., Camenen,B. (2015). Morphodynamics modelling and
optimization of forcing self-bed scour by groynes in a meandering reach. 36th IAHR World Congress, La Haye,
Netherlands.
[10] Perret, E., Herrero, A., Berni, C., El kadi Abderrezzak, K., Camenen,B. (2015). Incipient motion of a bimodal
mixture of gravels and silts: A laboratory experimental study. 36th IAHR World Congress, La Haye, Netherlands.
[11] Zhang, Q., Ata, R., Tassi, P., El kadi Abderrezzak, K. (2015). Finite volume schemes applied to the solution of
morphodynamics problems. Advances in Numerical Modelling of Hydrodynamics workshop, Sheffield, UK.
[12] El kadi Abderrezzak, K., Ata, R., Tassi, P., Die Moran, A., Herouvet, J. M. (2014). 2-D and 3-D numerical
modeling of dam break waves over moveable beds. 11th International Conference on Hydroinformatics (HIC), New
York, USA.
[13] El kadi Abderrezzak, K., Lebert, F., Leroux, C., Aelbrecht, D., Clutier, A., Barillier, A., Pinte, K., Malavoi, J.-R.,
Garnier, A (2014). Sediment transport supply in the Old Rhine river through controlled bank erosion: case of lateral
channel reactivation. . SHF symposium Small scale morphological evolution of coastal, estuarine and river systems Local processes, bank erosion and meandering, Nantes, France.
[14] Wang, D., Tassi, P., El kadi Abderrezzak, K., Mendoza, A., Abad, J., Langendoen, E. J. (2014). Numerical
simulations of a sequence of bars in symmetric and non-symmetric large-amplitude meandering channels. SHF
symposium: Small scale morphological evolution of coastal, estuarine and river systems - Local processes, bank
erosion and meandering, Nantes, France.
[15] Wang, D., Tassi, P., El kadi Abderrezzak, K. (2014). Numerical simulations of a sequence of bars in a largeamplitude meandering channel. European Geosciences Union (EGU), Vienne, Austria.
[16] Langendoen, E. J., Abad, J. D., Frias, C., Mendoza, A., Ata, R., El kadi Abderrezzak, K., Hervouet, J. M., Tassi,
P (2014). Improved Numerical Modelling of River Morphodynamics Near Actively Eroding Streambanks. European
Geosciences Union (EGU), Vienne, Austria.
[17] Aelbrecht, D., Clutier, A., Barillier, A., Pinte, K., El kadi Abderrezzak, K., Die Moran, Lebert, F., Garnier, A.
(2014). Morphodynamics restoration of the Old Rhine through controlled bank erosion: Concept, laboratory modeling,
and field testing and first results on a pilot site. International Conference on Fluvial Hydraulics (Riverflow), Lausanne,
Switzerland.
[18] Wang, D., Tassi, P., El kadi Abderrezzak, K., Mendoza, A., Abad, J., Langendoen, E. J. (2014). 2D and 3D
numerical simulations of morphodynamics structures in large-amplitude meanders. International Conference on
Fluvial Hydraulics (Riverflow), Lausanne, Switzerland.
[19] Mendoza, A., Wang, D., Abad, J., Tassi, P., El kadi Abderrezzak, K., Langendoen, E. J. (2014). Numerical
modeling of dunes progression in the high-amplitude Kinoshita meandering channel. International Conference on
Fluvial Hydraulics (Riverflow), Lausanne, Switzerland.
[20] El kadi Abderrezzak, K., Lebert, F., Chavatte, M., Aelbrecht, D., Clutier, A. (2013). Case Study: movable-bed
model scaling for bed load sediment supply in the Old Rhine (France). 12th International Symposium on River
Sedimentation (ISRS), Kyoto, Japan.
[21] Clutier, A., Aelbrecht, D., El kadi Abderrezzak, K., Die Moran, A., Pinte, K., Barillier, A. (2012). Restauration du
transport sédimentaire dans le Vieux Rhin par érosion maîtrisée des berges. IS. Rivers Recherches et actions au
service des fleuves et grandes rivières, Lyon, France.
[22] El kadi Abderrezzak, K., Die Moran, A., Jodeau, M. (2012). Optical techniques for surface velocity and bed
elevation measurements in a fluvial physical scale model. International Conference on Fluvial Hydraulics (Riverflow),
San Jose, Costa Rica.
[23] El kadi Abderrezzak, K., Zaoui, F., Goutal, N. (2012). Applicability of longitudinal dispersion coefficient formulas
in 1-D numerical modeling of solute transport in open channels. 2nd IAHR Europe congress, Munich, Germany.
[24] Goutal, N., Zaoui, F., Lacombe, J-M., El kadi Abderrezzak, K. (2012). MASCARET: a 1-D open-source software
for flow hydrodynamic and water quality in open channel net-works. International Conference on Fluvial Hydraulics
(Riverflow), San Jose, Costa Rica.
[25] El kadi Abderrezzak, K., Die Moran. A. (2011). On the use of two-dimensional (2-D) depth-averaged
morphodynamic numerical models in rivers. 7th Symposium on River, Coastal and Estuarine Morphodynamics
(RCEM), Beijing, China.
[26] El kadi Abderrezzak, K., Die Moran., A., Spinewine, B., Paquier, A. (2011). Comparison between one- and twophase numerical models for dam-break waves induced sediment transport. Two-pHase modElling for Sediment
dynamics (THESIS), Chatou, France
[27] Bouchard, J-P., Jodeau, M, El kadi Abderrezzak, K. (2009). Dimensionnement d'un modèle physique
sedimentologique pour la restauration du transport solide sur le Vieux Rhin. Colloque SHF « Modèles Physiques
Hydraulqiues », Lyon, France.
[28] El kadi Abderrezzak, K., Bouchard, J-P., Jodeau, M. (2009). Re-establishing sediment transport in the Upper
Rhine River downstream of the Kembs dam: use of a scale physical model. 6th Symposium on River Coastal and
Estuarine Morphodynamics (RCEM), Santa-Fe, Argentina.
[29] El kadi Abderrezzak, K., Paquier, A. (2009). Performance of sediment transport capacity formulas in numerical
modelling of dam break flows over movable beds. 6th Symposium on River Coastal and Estuarine Morphodynamics
(RCEM), Santa-Fe, Argentina.
[30] Paquier, A., Tachrift, H., Rivière, N., El kadi Abderrezzak, K. (2009). Assessing the effects of two non-structural
flood mitigation measures using laboratory and real cases. Road map towards a flood resilient urban environment,
26/11/2009 - 27/11/2009, Paris, FRA. Proceedings Final conference of the COST action C22. 8 p.
[31] Le Coz, J., El kadi Abderrezzak, K., Camenen, B., Paquier, A. (2008). Boundary shear stress across a river
section from in-situ Doppler profiler measurements. 8th International Conference on HydroScience and Engineering
(ICHE), Nagoya, Japan.
[32] El kadi Abderrezzak, K., Paquier, A. (2007). 1-D Model for Non-Uniform Sediment Transport: Application to
Laboratory Flumes and Field Cases. 10th International Symposium on River Sedimentation (ISRS), Moscow, Russian
Federation, pp. 92-102.
[33] El kadi Abderrezzak, K., Paquier, A., Jodeau, M. (2007). Use of a 1-D sediment transport model to simulate
evolution of riverbed. 32nd IAHR World Congress, Venice, Italy, 8 p.
[34] El kadi Abderrezzak, K., Paquier, A. (2007). Vers une meilleure connaissance et gestion du risque d'inondation
dans les zones urbaines : le projet RIVES. 6th International Conference on Sustainable Techniques and Strategies in
Urban Water Management (Novatech), Lyon, France, pp. 473-480.
[35] El kadi Abderrezzak, K., Paquier, A. (2007). Numerical modelling of flushing waves in sewer channels. 6th
International Conference on Sustainable Techniques and Strategies in Urban Water Management (Novatech), Lyon,
France, pp. 1285-1292.
[36] Paquier, A, El kadi Abderrezzak, K., Le Coz, J., Recking, A. (2007). River morphological changes during floods:
an overview of recent research. European Symposium on Flood Risk Management Research, Dresden, Germany,
pp. 51-58.
[37] El kadi Abderrezzak, K., Paquier, A., Rivière, N., Leblois, E., Guinot, V. (2007). RIVES project: knowledge and
management of urban flood risks. AquaTerra Conference, World Forum on Delta and Coastal Development,
Amsterdam, Netherlands, pp. 119-132.
[38] El kadi Abderrezzak, K., Paquier, A., Lhomme, J., Guinot, V., Zech, Y., Soares-Frazão, S. (2007). Hydraulic
modelling of flooding in urban area. AquaTerra Conference, World Forum on Delta and Coastal Development,
Amsterdam, Netherlands, pp. 209-229.
[39] El kadi Abderrezzak, K., Paquier, A. (2004). Dam-break waves flowing over a prismatic movable valley. 4th
IMPACT Workshop (EU-funded research project on Investigation of Extreme Flood Processes and Uncertainty),
Zaragoza, Spain, 9 p.
[40] El kadi Abderrezzak, K., Paquier, A. (2004). Computation of dam-break waves over a movable bed: Influence
of initial bed discontinuity and bed materials. 4th IMPACT Workshop (EU-funded research project on Investigation of
Extreme Flood Processes and Uncertainty), Zaragoza, Spain, 10 p.
[41] El kadi Abderrezzak, K., Paquier, A. (2004). Sediment transport and morphological changes in the Ha! Ha! River
induced by the flood event of July 1996. 4th IMPACT Workshop (EU-funded research project on Investigation of
Extreme Flood Processes and Uncertainty), Zaragoza, Spain, 13 p.
[42] Zech Y., SoareS-Frazão, S., Spinewine, B., Legrelle, N., Armanini, A., Fraccarrollo, L., Larcher, M., Fabrizi, R.,
Guiliani, M., Paquier, A., El kadi Abderrezzak, K., Ferreira, R.M., Leal, J.G., Cardoso, A.H., Almeida, A.B. (2004).
Sediment Movement Model Development. Proceeding of the Association of State Dam Safety Officials (ASDSO).
Phoenix, United States of America (USA), 16 p.
[43] El kadi Abderrezzak, K., Paquier, A., Sardoy, N. (2004). Sediment Transport and Morphology in the Loire Riversite of Fresne sur Loire. 12th International Conference on Transport and Sedimentation of solid Particles, Prague,
Czech Republic, pp. 257-267.
[45] El kadi Abderrezzak, K., Paquier, A. (2004). Simulation and prediction of river morphologic changes using
RubarBE. Proceedings of the 2nd international conference on fluvial hydraulics. Balkema Eds, River Flow 2004,
Naples, Italy, pp. 89-98.
[46] El kadi Abderrezzak, K., Paquier, A. (2003). IMPACT project: Dam-break waves over movable beds. 3rd
IMPACT Workshop (EU-funded research project on Investigation of Extreme Flood Processes and Uncertainty),
Louvain-la-Neuve, Belgium, 16 p.
[47] Lapuszek, M., Paquier, A., El kadi Abderrezzak, K. (2003). A 1-D sediment transport model and its application
to a mountainous river Raba. Selected Problems of Water Engineering. Politechnika Krakowska and CEMAGREF,
Cracow, Poland, pp. 86-97.
[48] Lenar Matyas, A., Paquier, A., El kadi Abderrezzak, K. (2003). Application of 1-D sediment transport model to
the forecast of the erosion downstream from a dam (Dobczyce). Selected Problems of Water Engineering.
Politechnika Krakowska and CEMAGREF, Cracow, Poland, pp. 98-106.
[49] El kadi Abderrezzak, K., Lapuszek, M., Lenar Matyas, A., Paquier, A., Piwowarczyk Ogorek, J. (2003). Onedimensional sediment transport models: application to Raba River. 3rd Symposium on River Coastal and Estuarine
Morphodynamics (RCEM), Barcelona, Spain, pp. 200-210.
Abstracts, Talks and posters
[1] El kadi Abderrezzak, K., Bercovitz, Y., Lebert, F. (2015). A physical model of the new Poutès Dam (France) for
the evaluation of fish passage and sedimentation near the Pump Station. 9th Symposium on River Coastal and
Estuarine Morphodynamics (RCEM), Iquitos, Peru.
[2] Die Moran, A., El kadi Abderrezzak, K., Tassi, P., Villaret, C., Herouvet, J. M. (2014). Two-depth averaged
numerical model with a bank-failure operator for simulating river morphology changes. European Geosciences Union
EGU2014, Vienne, Austria.
[3] Tassi, P., Chavatte, M., Die Moran, A., El kadi Abderrezzak, K. (2013). Depth-averaged two-dimensional
modelling of sediment transport due to fluvial erosion and bank failure. 8th Symposium on River Coastal and Estuarine
Morphodynamics (RCEM 2013), Santader, Spain, June 9-13, 2013.
[4] El kadi Abderrezzak, K., Aelbrecht, D., Die Moran, A., Lebert, F., Garnier, A. (2012). Apports des modèles
physiques réduits pour l'étude de restauration du transport sédimentaire en rivières aménagées: Cas du Vieux Rhin.
Colloque: Morphodynamique et transport solide en rivière: Du terrain aux modèles, Tours, 16-17 Octobre 2012.
[5] Marang, L., Siclet, F., Luck, M., Maro, D., Tenailleau, L., Jean-Baptiste, P., Fourré, E., Fontugne, M., El kadi
Abderrezzak, K. (2012). One dimensional (1-D) numerical modelling of tritium flux including water-atmosphere
exchange in the Loire River. XIXth TELEMAC-MASCARET User Conference, Oxford, UK, October 18-19, 2012.
[6] El kadi Abderrezzak, K., Le Coz, J., Moore, S. (2010). Computation of boundary shear stress distributions
throughout river cross-sections: a comparison among four geometrical methods and aDcp measurements. American
Geophysical Union (AGU), Fall Meeting 2010, San Francisco, USA, December 13-17, 2010.
[7] El kadi Abderrezzak, K., Paquier, A. (2007). Utilisation d’un modèle 1-D pour la simulation de l’évolution
morphologique d’un cours d’eau. Colloque SHF : Transports solides et gestion des sédiments en milieux naturels et
urbain, Lyon, Novembre 28-29, 2007, pp.157-160.
[8] El kadi Abderrezzak, K., Paquier, A. (2006). Sediment transport and morphology changes in the Ha!Ha! River:
the modelling of the flood event of July 1996. European Geosciences Union (EGU), Vienna, Austria, April 02-07, 2006.
[9] Paquier, A., El kadi Abderrezzak, K. (2006). A model for bed-load transport and morphological evolution in rivers:
description and pertinence. 11th International Conference on Hyperbolic Problems (HYP2006), Lyon, July 17-21,
2006.
[10] El kadi Abderrezzak, K., Paquier, A. (2005). One-dimensional model for non-uniform sediments. 8th International
Conference on Fluvial Sedimentology (ICFS), Delft, The Netherlands, August 7-12, 2005, p. 212.
[11] Paquier, A., Bornette, G., Chastan, B., Dramais, G., El kadi Abderrezzak, K., Le Coz, J., Perkins, R., Piégay,
H., Ramez, P., Rivière, N., Rollet, A.J. (2005). Fonctionnement hydrosédimentaire de l'Ain et de ses annexes fluviales.
Colloque ANR ECCO, Centre Météo-France, décembre 2005.
Interviews and videos
[1] El kadi Abderrezzak, K. EDF modélise le Vieux Rhin pour le renaturer. Entertien accordé au Journal de la « Seine
en Partage ». Au fil de la Seine, N°50, 2013.
[2] Aelbrecht, D., El kadi Abderrezzak, K., Lebert, F., Pinte, K., Garnier, A. La modélisation physique au service de
la redynamisation du Vieux-Rhin. Video réalisé en 2012, distribuée par CIH.