Experimental Study of the Hydraulic Jump Compactness in an Open Trapezoidal Channel

Author:

Benmalek Ahmed1ORCID,Debabeche Mahmoud2,Zaid Zaid2

Affiliation:

1. Campus Mohamed Khider University

2. Mohamed Khider University

Abstract

In stilling basins there is a change in flow regime from supercritical to subcritical flow; this transition is called a hydraulic jump. To control and stabilize the position of the jump, it is necessary to place a sill across the flow. A bibliographical analysis showed that when the controlled hydraulic jump is entirely formed upstream of the stilling basin, the sill has no effect on the configuration of the jump. However, when the jump length stretches beyond the sill position, this results in jump compactness and leads to several configurations of the latter, until it completely disappears. The main objective of this study is to determine the effect of the hydraulic jump compactness on the main jump features in a trapezoidal horizontal channel. Dimensionless empirical relationships depending on the jump compactness are obtained. Through this study, we aim to show the advantages of the jump compactness on the channel dimension. Indeed, the hydraulic jump is led to its most reduced form, before disappearing, in terms of tail water depth and jump length. Thus, the obtained results are useful for dimensioning the stilling basin.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference21 articles.

1. G. Bidone, Observations on the Height of the Hydraulic Jump. A report presented in meeting of royal academy of science of turin. (1819) 21–80.

2. J.B. Belanger, Essai sur la solution numérique de quelques problèmes relatifs au movement permanent des eaux courantes [Essay on the numerical solution of some problems related to the permanent movement of flowing water]. Carilian-Goeury, Paris (1828).

3. B.A. Bakhmeteff, A.E. Matzake, The Hydraulic Jump terms of dynamic similarity, Transactions, American society of civil engineers. 101 (1936) 630–647.

4. W.L. Moore, Energy loss at the base of a free overfall, Trans. ASCE. 108 (1943) 1343–1392.

5. M. Debabeche, B. Achour, Effect of sill in the hydraulic jump in a triangular channel, Journal of Hydraulic Research. 45 (2007) 135–139.

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