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1D numerical modeling of the flow over a Piano Key Weir
1D numerical modeling of the flow over a Piano Key Weir
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1D numerical modeling of the flow over a Piano Key Weir

Erpicum, Sébastien ; Machiels, Olivier ; Archambeau, Pierre ; Dewals, Benjamin ; Pirotton, Michel

CRC Press/Balkema 2011

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2
Apparent cohesion effects on overtopping-induced fluvial dike breaching
Apparent cohesion effects on overtopping-induced fluvial dike breaching
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Apparent cohesion effects on overtopping-induced fluvial dike breaching

Rifai, Ismail ; El Kadi Abderrezzak, Kamal ; Hager, Willi H. ; Erpicum, Sebastien ; Archambeau, Pierre ; Violeau, Damien ; Pirotton, Michel ; Dewals, Benjamin

Journal of hydraulic research, 2021-01, Vol.59 (1), p.75-87 [Periódico revisado por pares]

Madrid: Taylor & Francis

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3
Can the 2D shallow water equations model flow intrusion into buildings during urban floods?
Can the 2D shallow water equations model flow intrusion into buildings during urban floods?
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Can the 2D shallow water equations model flow intrusion into buildings during urban floods?

Dewals, Benjamin ; Kitsikoudis, Vasileios ; Angel Mejía-Morales, Miguel ; Archambeau, Pierre ; Mignot, Emmanuel ; Proust, Sébastien ; Erpicum, Sébastien ; Pirotton, Michel ; Paquier, André

Journal of hydrology (Amsterdam), 2023-04, Vol.619, p.129231, Article 129231 [Periódico revisado por pares]

Elsevier B.V

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4
Classification of flow patterns in rectangular shallow reservoirs
Classification of flow patterns in rectangular shallow reservoirs
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Classification of flow patterns in rectangular shallow reservoirs

Dufresne, Matthieu ; Dewals, Benjamin J. ; Erpicum, Sébastien ; Archambeau, Pierre ; Pirotton, Michel

Journal of hydraulic research, 2010-04, Vol.48 (2), p.197-204 [Periódico revisado por pares]

Delft: Taylor & Francis

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5
Closure to “Parapet Wall Effect on Piano Key Weir Efficiency” by O. Machiels, S. Erpicum, P. Archambeau, B. Dewals, and M. Pirotton
Closure to “Parapet Wall Effect on Piano Key Weir Efficiency” by O. Machiels, S. Erpicum, P. Archambeau, B. Dewals, and M. Pirotton
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Closure to “Parapet Wall Effect on Piano Key Weir Efficiency” by O. Machiels, S. Erpicum, P. Archambeau, B. Dewals, and M. Pirotton

Erpicum, Sébastien ; Machiels, Olivier ; Pirotton, Michel ; Archambeau, Pierre ; Dewals, Benjamin

Journal of irrigation and drainage engineering, 2015-01, Vol.141 (1) [Periódico revisado por pares]

American Society of Civil Engineers

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6
Computing flooding of crossroads with obstacles using a 2D numerical model
Computing flooding of crossroads with obstacles using a 2D numerical model
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Computing flooding of crossroads with obstacles using a 2D numerical model

Bruwier, Martin ; Erpicum, Sebastien ; Archambeau, Pierre ; Pirotton, Michel ; Dewals, Benjamin

Journal of hydraulic research, 2017-09, Vol.55 (5), p.737-741 [Periódico revisado por pares]

Madrid: Taylor & Francis

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7
Coupling between flow and sediment deposition in rectangular shallow reservoirs
Coupling between flow and sediment deposition in rectangular shallow reservoirs
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Coupling between flow and sediment deposition in rectangular shallow reservoirs

Camnasio, Erica ; Erpicum, Sebastien ; Orsi, Enrico ; Pirotton, Michel ; Schleiss, Anton J. ; Dewals, Benjamin

Journal of hydraulic research, 2013-10, Vol.51 (5), p.535-547 [Periódico revisado por pares]

Delft: Taylor & Francis

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8
Depth-integrated flow modelling taking into account bottom curvature
Depth-integrated flow modelling taking into account bottom curvature
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Depth-integrated flow modelling taking into account bottom curvature

Dewals, B.J. ; Erpicum, S. ; Archambeau, P. ; Detrembleur, S. ; Pirotton, M.

Journal of hydraulic research, 2006-01, Vol.44 (6), p.785-795 [Periódico revisado por pares]

Delft: Taylor & Francis Group

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9
Discharge coefficient for free and submerged flow over Piano Key weirs
Discharge coefficient for free and submerged flow over Piano Key weirs
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Discharge coefficient for free and submerged flow over Piano Key weirs

Pfister, Michael ; Erpicum, Sebastien ; Machiels, Olivier ; Schleiss, Anton J. ; Pirotton, Michel

Journal of hydraulic research, 2012-12, Vol.50 (6), p.642-643 [Periódico revisado por pares]

Madrid: Taylor & Francis

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10
Discharge Redistribution as a Key Process for Heuristic Optimization of Energy Production with Pumps as Turbines in a Water Distribution Network
Discharge Redistribution as a Key Process for Heuristic Optimization of Energy Production with Pumps as Turbines in a Water Distribution Network
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Discharge Redistribution as a Key Process for Heuristic Optimization of Energy Production with Pumps as Turbines in a Water Distribution Network

Pirard, Thomas ; Kitsikoudis, Vasileios ; Erpicum, Sebastien ; Pirotton, Michel ; Archambeau, Pierre ; Dewals, Benjamin

Water resources management, 2022-03, Vol.36 (4), p.1237-1250 [Periódico revisado por pares]

Dordrecht: Springer Netherlands

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