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dc.contributor.authorDamien Violeau
dc.date.accessioned2023-08-16T19:06:34Z
dc.date.available2023-08-16T19:06:34Z
dc.date.issued2023/07/01
dc.identifier.otherJHEND8.HYENG-13406.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292768
dc.description.abstractA variational approach was used to derive a set of Serre equations for fully nonlinear, dispersive waves in channels of arbitrary cross section. A family of travelling waves was found, as well as the relation between amplitude and celerity of solitary waves. An upper bound is proposed for the solitary wave amplitude as a function of the Froude number in trapezoidal cross-sectional canals, and it showed good agreement with existing theory. For waves of moderate amplitude, cnoidal waves result with a soliton limit; these waves and their properties (celerity and wave number) are written as functions of the channel bank slope and channel bank curvature. The theoretical findings are in agreement with well-established results in the literature, in particular with more-recent Boussinesq-type theories. A validation is proposed against existing experimental data.
dc.publisherAmerican Society of Civil Engineers
dc.titleSerre Equations in Channels and Rivers of Arbitrary Cross Section
dc.typeJournal Article
dc.journal.volume149
dc.journal.issue7
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/JHEND8.HYENG-13406
dc.journal.fristpage04023021-1
dc.journal.lastpage04023021-9
dc.page9
dc.treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 007
dc.contenttypeFulltext


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