CHARACTERISTICSOFHYDRAULICJUMPONROUGHMINORBEDINARECTANGULARCOMPOUNDCHANNEL

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Date

2022-01-01

Journal Title

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Publisher

university of eloued -جامعة الوادي

Abstract

A hydraulic jump is a characteristic phenomenon in open channel flow, downstream of block ramps or rock chutes a hydraulic jump can occur over a rough bed with great energy dissipation. This paper analyses the hydraulic jump that occurs in homogeneous rough minor beds in rectangular compound channels. the parameters that influence the length of the jump were systematically investigated [24]. the analyses of the phenomenon were conducted using the general jump equation. the experimental data were elaborated in order to supply a new formulation of the general jump equation that accounts for the minor bed roughness. New formulas that satisfactorily agree with the experimental data are proposed. The results showed that rough beds can be used to dissipate the excess hydraulic jump energy instilling basins.

Description

article

Keywords

hydraulic jump, Open channel, compound channel, stilling basins, rough minor bed.

Citation

W. Djamaa1, S. Lacheheb1, A. Ghomri2,CHARACTERISTICSOFHYDRAULICJUMPONROUGHMINORBEDINARECTANGULARCOMPOUNDCHANNEL. Journal of Fundamental and sciences. vol.14, no 1. January 2022. Faculty of exact sciences. university of el oued. [visited in 01/01/2022]. available from [[email protected]]

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