EXPERIMENTAL STUDY OF THE HYDRAULIC JUMP IN A HYDRAULIC JUMP IN A SLOPED RECTANGULAR CHANNEL

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dc.contributor.authorKateb, S.
dc.contributor.authorGhomri, A.
dc.contributor.authorDebabeche, M.
dc.date.accessioned2021-12-12T10:04:08Z
dc.date.available2021-12-12T10:04:08Z
dc.date.issued2018-01-01
dc.descriptionArticle in Journal of Fundamental and sciences. university of el oueden_US
dc.description.abstractThe 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.citationS. 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.issn1112-9867
dc.identifier.urihttp://dspace.univ-eloued.dz/handle/123456789/9942
dc.language.isofren_US
dc.publisherUniversity of Eloued جامعة الواديen_US
dc.subjectHydraulic jump; rectangular channel; positive slope; open channels; irrigation ditches.en_US
dc.titleEXPERIMENTAL STUDY OF THE HYDRAULIC JUMP IN A HYDRAULIC JUMP IN A SLOPED RECTANGULAR CHANNELen_US
dc.typeArticleen_US

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