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dc.contributor.advisor[non identifié]fr
dc.contributor.authorHeimrich, Alexandrefr
dc.date.accessioned2014-05-14T19:56:33Z
dc.date.available2014-05-14T19:56:33Z
dc.date.created2009fr
dc.date.issued2009fr
dc.identifier.isbn9780494655993fr
dc.identifier.urihttp://savoirs.usherbrooke.ca/handle/11143/1537
dc.description.abstractMost dam break studies require complex numerical simulations and advanced knowledge in hydraulics. A number of programs are available to perform these simulations and the choice regarding the software to be used must be done within the resources available and the complexity of the problem to be addressed. It remains that this choice is also influenced by the experience and by the knowledge of the analyst. This study reports the simulations results of a comparative study performed for three (3) cases of varying complexity with the software NWS FLDWAV and HEC RAS. Thus, the rupture of a dam in a rectangular channel with uniform characteristics showed that both of the software allows obtaining almost identical results. The other two cases associated with the historical failure of Teton Dam (Idaho, United States) and the combined failure of Drummond and Rock Forest dams (Québec, Canada) showed significant differences in dam breach flow rates and maximum tailwater levels. A comparative analysis of the results leads to recommendations intended for users of these softwares.fr
dc.language.isofrefr
dc.publisherUniversité de Sherbrookefr
dc.rights© Alexandre Heimrichfr
dc.subjectNWS FLDWAVfr
dc.subjectHEC RASfr
dc.subjectModélisationfr
dc.subjectHydrauliquefr
dc.subjectBarragefr
dc.subjectRupturefr
dc.titleAnalyse comparative de cas de rupture de barrage avec les logiciels NWS FLDWAV et HEC RASfr
dc.typeMémoirefr
tme.degree.disciplineGénie civilfr
tme.degree.grantorFaculté de géniefr
tme.degree.levelMaîtrisefr
tme.degree.nameM. Sc. A.fr


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