Reference : Theoretical and numerical analysis of the hydrodynamic waves induced by dam breaks and t...

	Document type :	Scientific congresses and symposiums : Paper published in a book
	Discipline(s) :	Engineering, computing & technology : Civil engineering
	To cite this reference:	http://hdl.handle.net/2268/2629

Title :	Theoretical and numerical analysis of the hydrodynamic waves induced by dam breaks and their interaction with structures located downstream
Language :	English
Author, co-author :	Dewals, Benjamin [Université de Liège - ULg > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH) >]
	Erpicum, Sébastien [Université de Liège - ULg > Département Argenco : Secteur MS2F > Hydraulique génér., const. hydraul. et méc. des fluides >]
	Archambeau, Pierre [Université de Liège - ULg > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH) >]
	Detrembleur, Sylvain [Université de Liège - ULg > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH) >]
	Pirotton, Michel [Université de Liège - ULg > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH) >]
Publication date :	2006
Main document title :	Proceedings of the 7th National Congress on theoretical and applied Mechanics
Audience :	International
Event name :	7th National Congress on theoretical and applied Mechanics
Event place (city) :	Mons
Event country :	Belgium
Keywords :	[en] Hydrodynamic model ; finite volume ; dam break ; risk assessment ; free surface flows ; laser digital elevation model
Abstract :	[en] The present paper first describes briefly the hydrodynamic model WOLF 2D, developed at the University of Liege and suitable for conducting dam break risk assessment. Secondly, the simulation of the flood induced by the Malpasset dam break enables to highlight the effectiveness of WOLF 2D. Lastly, the model is applied to demonstrate the key advantages of the most contemporary approach for reproducing the effect of buildings on the flow behaviour. The recommended modelling technique is based on a high resolution Digital Elevation Model, provided by laser measurements.
Research units :	Aquapôle - AQUAPOLE
Funders :	Fonds de la Recherche Scientifique (Communauté française de Belgique) - F.R.S.-FNRS
Target :	Researchers
Permalink :	http://hdl.handle.net/2268/2629

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