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Ismail Rifai
Ismail Rifai
Hydraulic engineer at Egis
在 egis.fr 的电子邮件经过验证
标题
引用次数
引用次数
年份
Overtopping induced failure of noncohesive, homogeneous fluvial dikes
I Rifai, S Erpicum, P Archambeau, D Violeau, M Pirotton, ...
Water Resources Research 53 (4), 3373-3386, 2017
532017
Floodplain backwater effect on overtopping induced fluvial dike failure
I Rifai, K El Kadi Abderrezzak, S Erpicum, P Archambeau, D Violeau, ...
Water Resources Research 54 (11), 9060-9073, 2018
222018
Flow and detailed 3D morphodynamic data from laboratory experiments of fluvial dike breaching
I Rifai, K El kadi Abderrezzak, S Erpicum, P Archambeau, D Violeau, ...
Scientific data 6 (1), 53, 2019
192019
Overtopping‐Induced Failure of Non–Cohesive Homogeneous Fluvial Dikes: Effect of Dike Geometry on Breach Discharge and Widening
V Schmitz, S Erpicum, K El Kadi Abderrezzak, I Rifai, P Archambeau, ...
Water Resources Research 57 (7), e2021WR029660, 2021
182021
Apparent cohesion effects on overtopping-induced fluvial dike breaching
I Rifai, K El Kadi Abderrezzak, WH Hager, S Erpicum, P Archambeau, ...
Journal of hydraulic research 59 (1), 75-87, 2021
162021
Monitoring topography of laboratory fluvial dike models subjected to breaching based on a laser profilometry technique
I Rifai, S Erpicum, P Archambeau, D Violeau, M Pirotton, ...
River Sedimentation, 380-386, 2016
152016
Continuous monitoring of fluvial dike breaching by a Laser Profilometry Technique
I Rifai, V Schmitz, S Erpicum, P Archambeau, D Violeau, M Pirotton, ...
Water Resources Research 56 (10), e2019WR026941, 2020
82020
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
I Rifai, S Erpicum, P Archambeau, D Violeau, M Pirotton, ...
Journal of Hydraulic Engineering 143 (3), 07016010, 2017
52017
Sensitivity of the breaching process in the case of overtopping induced fluvial dike failure
I Rifai, S Erpicum, P Archambeau, M Pirotton, B Dewals, ...
River Flow 2016 Proceedings, 2016
52016
Rupture de digues fluviales par surverse
I Rifai
Université de Liège & Université Paris-Est, 2018
22018
Physical modeling of lateral dike breaching due to overtopping
I Rifai, S Erpicum, P Archambeau, M Benoit, M Pirotton, B Dewals, ...
9th Symposium on River, Coastal and Estuarine Morphodynamics-RCEM 2015, 2015
22015
Fluvial dike breaching induced by overtopping: lessons from experimental and numerical studies
K El kadi Abderrezzak, I Rifai, B Dewals, WH Hager, D Violeau, S Erpicum, ...
1*2019
Numerical Simulation of lateral dike breaching due to overtopping
B Dewals, I Rifai, KEK Abderrazek, M Greco, C Di Cristo, M Iervolino, ...
E3S Web of Conferences 40, 03025, 2018
12018
Two dimensional modeling of sediment dynamics in braiding rivers
I Rifai
Ingénieur ENGEES, Master Mécanique Numérique en Ingénierie, Université de …, 2014
12014
Numerical Study of Braiding Channels Formation
I Rifai, C Le Bouteiller, A Recking
Proceedings of the 21st TELEMAC-MASCARET User Conference 2014, 15th-17th …, 2014
12014
Fluvial Dike Breaching Induced by Overtopping: Lessons from Experimental and Numerical Studies
I Rifai, KEK Abderrezzak, D Violeau, WH Hager, S Erpicum
1*
Assessment of lumped physically-based numerical models of dyke breaching
V Schmitz, G Wylock, K El Kadi Abderrezzak, I Rifai, M Pirotton, S Erpicum, ...
EGU General Assembly Conference Abstracts, EGU21-121, 2021
2021
Laser Profilometry Technique for Nonintrusive and Subaquaous 3D Geometry Reconstructions
I RIFAI, L KHELOUI, SE BOURBAN, S ERPICUM, P ARCHAMBEAU, ...
2021
Depth averaged numerical simulation of non-cohesive river dike breaching due to overtopping flows
L Kheloui, KEK Abderrazzak, R Ata, I Rifai, B Dewals
River Flow 2020, 1155-1162, 2020
2020
Breaching of fluvial dykes: Influence of the dyke geometry
V Schmitz, S Erpicum, I Rifai, K El Kadi Abderrezzak, P Archambeau, ...
River Flow 2020, 617-620, 2020
2020
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