An integrated approach for modelling gradual dam failures and downstream wave propagationDewals, Benjamin ; Archambeau, Pierre ; Erpicum, Sébastien et alin Proc. 1st IMPACT Project Workshop (2002) Detailed reference viewed: 14 (1 ULg) Coupled computations of highly erosive flows with WOLF softwareDewals, Benjamin ; Archambeau, Pierre ; Erpicum, Sébastien et alin Proc. 5th Int. Conference on Hydro-Science & -Engineering (ICHE) (2002) Detailed reference viewed: 11 (4 ULg) Dam-break hazard mitigation with geomorphic flow computation, using WOLF 2D hydrodynamic softwareDewals, Benjamin ; Archambeau, Pierre ; Erpicum, Sébastien et alin Risk Analysis III (2002) Detailed reference viewed: 12 (3 ULg) Wolf software: a fully integrated device applied to modelling gradual dam failures and assessing subsequent risksArchambeau, Pierre ; Dewals, Benjamin ; Erpicum, Sébastien et alin Advances in Fluid Mechanics IV (2002) Dam breaching is an important factor that should be included in an embankment break model. Indeed the assumption of instantaneous break is not suitable in case of earth dams, which fail gradually and thus ... [more ▼] Dam breaching is an important factor that should be included in an embankment break model. Indeed the assumption of instantaneous break is not suitable in case of earth dams, which fail gradually and thus induce a delayed peak outflow, significantly reinforcing the flood wave front. Unlike computations performed classically, WOLF software package deals with the different phenomena (erosion processes, reservoir emptying and downstream wave propagation) in a completely integrated way. This finite volume computer code has been completely developed by the authors at the University of Liege. Transient discontinuities are properly handled thanks to an original splitting of the convective terms. The paper briefly presents WOLF software, which includes a physically based hydrological model, an original 1D flood routing (appropriate for any natural river network) and a 2D shallow-water solver. The latest hydrodynamic model is coupled to a mass balance for bed load sediments. Solid discharges are evaluated with reliable transport capacity laws. Gravity induced solid discharges are taken into account by means of side slope stability analysis. This paper also exhibits how WOLF software package has been successfully applied to the completely coupled computation of a gradual dam breaching process, with a focus on downstream effects on wave propagation. WOLF proves its ability to achieve the integrated computation of solid transport, flows upstream, through the breach, in the scour hole and in the whole downstream valley. Major feedback effects on the upstream part of the reservoir are shown and they demonstrate the relevance of such an integrated approach. [less ▲] Detailed reference viewed: 58 (9 ULg) Impact studies and water management with WolfHydro : a new physically based hydrological solverArchambeau, Pierre ; ; Erpicum, Sébastien et alin International Symposium on Environmental Hydraulics (2001, December) Detailed reference viewed: 4 (0 ULg) De l'utilité de la modélisation numérique en hydrodynamique de surfaceArchambeau, Pierre ; Dewals, Benjamin ; Erpicum, Sébastien et alin Ingenieurbiologie / Génie Biologique (2001), (4), 9-20 Detailed reference viewed: 34 (7 ULg) Quelques outils numériques de gestion des eaux de surfacePirotton, Michel ; Lejeune, André ; Archambeau, Pierre et alin Bulletin de l'A.I.Lg (2001), (2), 29-31 Detailed reference viewed: 10 (2 ULg) Experimental – Numerical Model Interaction : Example of a Large Dam Project in Laos; Archambeau, Pierre ; Erpicum, Sébastien et alin Water Resources Management, Progress in Water Resources (2001) Detailed reference viewed: 8 (0 ULg) Water management of large dams; Archambeau, Pierre ; Erpicum, Sébastien et alin International Symposium on Environmental Hydraulics (2001) Detailed reference viewed: 9 (0 ULg) Optimisation du design hydrodynamique de la prise d'eau de la centrale hydroélectrique d'HastièreLejeune, André ; Pirotton, Michel ; Report (2000) Detailed reference viewed: 15 (0 ULg) Etude hydraulique de la reconstruction du môle de FétinnePirotton, Michel ; ; Archambeau, Pierre ![]() Report (2000) Detailed reference viewed: 5 (1 ULg) Modelling system WOLFPirotton, Michel ; Archambeau, Pierre ; et alSoftware (2000) Detailed reference viewed: 35 (11 ULg) Etude de l'influence de la construction d'une nouvelle route sur l'écoulement hydraulique de l'Eau Noire à Frasnes et CouvinLejeune, André ; Pirotton, Michel ; Report (1999) Detailed reference viewed: 4 (0 ULg) Réalisation d'un modèle de prévision des crues et inondations pour le bassin de la Meuse en Région wallonnePirotton, Michel ; Lejeune, André ; Archambeau, Pierre et alReport (1999) Detailed reference viewed: 14 (1 ULg) Etude du Pont Romain de Montignies Saint ChristopheLejeune, André ; Pirotton, Michel ; Report (1998) Detailed reference viewed: 26 (0 ULg) |
||