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|Title:||Hydraulic jump in a sloped triangular channel|
|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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