Search Results - "El kadi Abderrezzak, K."

Overtopping‐Induced Failure of Non–Cohesive Homogeneous Fluvial Dikes: Effect of Dike Geometry on Breach Discharge and Widening by Schmitz, V., Erpicum, S., El kadi Abderrezzak, K., Rifai, I., Archambeau, P., Pirotton, M., Dewals, B.

“…Laboratory experiments were conducted to assess the influence of dike geometry on the breaching of non‐cohesive homogeneous fluvial dikes. Both the…”
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Global Sensitivity Analysis of a Dam Breaching Model: To Which Extent Is Parameter Sensitivity Case‐Dependent? by Schmitz, V., Arnst, M., El Kadi Abderrezzak, K., Pirotton, M., Erpicum, S., Archambeau, P., Dewals, B.

“…Failure of dams and dikes often leads to devastating consequences in protected areas. Numerical models are instrumental tools to assess flood risk and guide…”
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Continuous Monitoring of Fluvial Dike Breaching by a Laser Profilometry Technique by Rifai, I., Schmitz, V., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., Dewals, B., El Kadi Abderrezzak, K.

“…A nonintrusive, high‐resolution laser profilometry technique (LPT) has been developed for continuous monitoring of the three‐dimensional (3‐D) evolving breach…”
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Discussion of “Laboratory Study on 3D Flow Structures Induced by Zero-Height Side Weir and Implications for 1D Modeling” by Giovanni Michelazzo, Hocine Oumeraci, and Enio Paris by Rifai, I, Erpicum, S, Archambeau, P, Violeau, D, Pirotton, M, Abderrezzak, K. El Kadi, Dewals, B

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Transport of moderately sorted gravel at low bed shear stresses: The role of fine sediment infiltration by Perret, Emeline, Berni, Céline, Camenen, Benoît, Herrero, Albert, El Kadi Abderrezzak, Kamal

“…A reliable estimation of sediment transport in gravel‐bed streams is important for various practical engineering and biological studies (e.g., channel…”
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Sensitivity of 2-D hydrodynamic modelling of urban floods to the forcing inputs: Lessons from two field cases by Paquier, André, Bazin, P.H., El Kadi Abderrezzak, K.

“…This paper reports two urban floods in France: the September 2000 flood at the city of Marseille caused by heavy rainfall, and the November 2008 flood in…”
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Division of a critical flow at three branch open channel intersection by El Kadi Abderrezzak, K., Lewicki, L., Paquier, André, Riviere, N., Travin, G.

“…An experimental study of the characteristics of dividing critical flows in a 90° open-channel junction formed by three horizontal equal-width branches is…”
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