EXPERIMENTAL STUDY OF THE HYDRAULIC JUMP IN A HYDRAULIC JUMP IN A SLOPED RECTANGULAR CHANNEL
dc.contributor.author | Kateb, S. | |
dc.contributor.author | Ghomri, A. | |
dc.contributor.author | Debabeche, M. | |
dc.date.accessioned | 2021-12-12T10:04:08Z | |
dc.date.available | 2021-12-12T10:04:08Z | |
dc.date.issued | 2018-01-01 | |
dc.description | Article in Journal of Fundamental and sciences. university of el oued | en_US |
dc.description.abstract | The hydraulic jump in a sloped rectangular channel is theoretically and experimentally examined. The study aims to determine the effect of the channel’s slope on the sequent depth ratio of the jump. A theoretical relation is proposed for the inflow Froude number as function of the sequent depth ratio and the channel slope. An experimental analysis is also proposed to find a better formulation of the obtained relation. For this motive, five positive slopes are tested. The relations obtained are recommended for designing irrigation ditches. | en_US |
dc.identifier.citation | S. Kateb, A. Ghomri, M. Debabeche . EXPERIMENTAL STUDY OF THE HYDRAULIC JUMP IN A HYDRAULIC JUMP IN A SLOPED RECTANGULAR CHANNEL . Journal of Fundamental and sciences. vol.10, no 1. January 2018. university of el oued. [visited on ../../….]. available from [copy the link here] | en_US |
dc.identifier.issn | 1112-9867 | |
dc.identifier.uri | http://dspace.univ-eloued.dz/handle/123456789/9942 | |
dc.language.iso | fr | en_US |
dc.publisher | University of Eloued جامعة الوادي | en_US |
dc.subject | Hydraulic jump; rectangular channel; positive slope; open channels; irrigation ditches. | en_US |
dc.title | EXPERIMENTAL STUDY OF THE HYDRAULIC JUMP IN A HYDRAULIC JUMP IN A SLOPED RECTANGULAR CHANNEL | en_US |
dc.type | Article | en_US |
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