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dc.contributor.authorDan K. Nguyen
dc.contributor.authorYu-E Shi
dc.contributor.authorSam S. Wang
dc.contributor.authorThe Hung Nguyen
dc.date.accessioned2017-05-08T20:45:24Z
dc.date.available2017-05-08T20:45:24Z
dc.date.copyrightMarch 2006
dc.date.issued2006
dc.identifier.other%28asce%290733-9429%282006%29132%3A3%28258%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/26073
dc.description.abstractThis paper presents a two-dimensional (2D) shallow-water numerical model, which is based on the resolution of the Saint–Venant equation using the unstructured finite-volumes method, combined with Green’s theorem technique. The model has been validated by several benchmarks. The numerical results obtained from the model are in good agreement with the analytical or experimental ones. The paper also presents an application of this model to flood diversion from the Red River into a water-retention zone for the purpose of reducing flood threat at Hanoi, capital of Vietnam.
dc.publisherAmerican Society of Civil Engineers
dc.title2D Shallow-Water Model Using Unstructured Finite-Volumes Methods
dc.typeJournal Paper
dc.journal.volume132
dc.journal.issue3
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/(ASCE)0733-9429(2006)132:3(258)
dc.treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 003
dc.contenttypeFulltext


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