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Title: Hydraulic jump in a sloped triangular channel
Authors: Mahmoud Debabeche
Bachir Achour
Sonia Cherhabil
Amin Hafnaoui
Keywords: hydraulic jump
triangular channel
positive slope
open channels
irrigation ditches
Issue Date: 4-Apr-2014
Abstract: The hydraulic jump in a sloped triangular channel of 908 central angle 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, six positive slopes are tested. The relations obtained are recommended for designing irrigation ditches
Appears in Collections:Publications Internationales

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