Kamal El Kadi Abderrezzak

Applicability of Sediment Transport Capacity Formulas to Dam-Break Flows over Movable Beds

André Paquier, Kamal El Kadi Abderrezzak, A. Paquier, 2011 .

2-D And 3-D Numerical Modeling Of Dam Break Waves Over Moveable Beds

Kamal El Kadi Abderrezzak, Dongchen Wang, Jean-Michel Hervouet, 2014 .

Modelling river bank erosion using a 2D depth-averaged numerical model of flow and non-cohesive, non-uniform sediment transport

Kamal El Kadi Abderrezzak, Jean-Michel Hervouet, Riadh Ata, 2016 .

One-dimensional numerical modelling of solute transport in streams: The role of longitudinal dispersion coefficient

Kamal El Kadi Abderrezzak, Fabrice Zaoui, Riadh Ata, 2015 .

A physical, movable-bed model for non-uniform sediment transport, fluvial erosion and bank failure in rivers

Kamal El Kadi Abderrezzak, Erik Mosselman, Helmut Habersack, 2014 .

Improved numerical modeling of morphodynamics of rivers with steep banks

Jorge D. Abad, Eddy J. Langendoen, Kamal El Kadi Abderrezzak, 2016 .

Monitoring topography of laboratory fluvial dike models subjected to breaching based on a laser profilometry technique

Benjamin Dewals, Michel Pirotton, Pierre Archambeau, 2016 .