| dc.contributor.author | Damien Violeau | |
| dc.date.accessioned | 2023-08-16T19:06:34Z | |
| dc.date.available | 2023-08-16T19:06:34Z | |
| dc.date.issued | 2023/07/01 | |
| dc.identifier.other | JHEND8.HYENG-13406.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4292768 | |
| dc.description.abstract | A 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.publisher | American Society of Civil Engineers | |
| dc.title | Serre Equations in Channels and Rivers of Arbitrary Cross Section | |
| dc.type | Journal Article | |
| dc.journal.volume | 149 | |
| dc.journal.issue | 7 | |
| dc.journal.title | Journal of Hydraulic Engineering | |
| dc.identifier.doi | 10.1061/JHEND8.HYENG-13406 | |
| dc.journal.fristpage | 04023021-1 | |
| dc.journal.lastpage | 04023021-9 | |
| dc.page | 9 | |
| dc.tree | Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 007 | |
| dc.contenttype | Fulltext | |