THEORETICAL AND EXPERIMENTAL STUDY OF THE HYDRAULIC JUMP IN U-SHAPED CHANNEL WITH POSITIVE SLOPE

  • S CHERHABIL Research Laboratory in Civil Engineering, Hydraulic, Sustainable Development and Environment (LARGHYDE) Faculty of Science and Technology, University of Biskra. Algeria
  • M DEBABECHE Research Laboratory in Civil Engineering, Hydraulic, Sustainable Development and Environment (LARGHYDE) Faculty of Science and Technology, University of Biskra. Algeria

Résumé

This paper presents both theoretical and experimental study of the hydraulic jump in a sloped U–shaped channel. A theoretical relation expressing the inflow Froude number as function of the upstream and downstream relative heights, the relative length of the jump and the channel slope. An experimental analysis is also proposed in order to correct the proposed relationship. For this purpose, six positive slopes are tested.

Références

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Publiée
2016-11-29
Comment citer
CHERHABIL, S; DEBABECHE, M. THEORETICAL AND EXPERIMENTAL STUDY OF THE HYDRAULIC JUMP IN U-SHAPED CHANNEL WITH POSITIVE SLOPE. Courrier du Savoir, [S.l.], v. 21, nov. 2016. ISSN 1112-3338. Disponible à l'adresse : >http://revues.univ-biskra.dz/index.php/cds/article/view/1836>. Date de consultation : 02 jui. 2020