EFFECT FOR A SINGLE ROUGHNESS E=5,63mm OF EXPERIMENTAL TO STUDY HYDRAULIC JUMP PROFILE IN A CHANNEL IN U A ROUGH BOTTOM

EFFECT FOR A SINGLE ROUGHNESS E=5,63mm OF EXPERIMENTAL TO STUDY HYDRAULIC JUMP PROFILE IN A CHANNEL IN U A ROUGH BOTTOM

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This study aims to study the hydraulic jump controlled by threshold, moving in a channel profile 'U' bottomed rough for a single roughness E=5,63mm. Functional relations in dimensionless terms, linking the different characteristics of the projection, showing the effect of roughness of the...

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Bibliographic Details
Main Authors: A. Ghomri, F. Riguet, M. Debabeche
Format: Article
Language:English
Published: El Oued University 2013-06-01
Series:Journal of Fundamental and Applied Sciences
Subjects:
Hydraulic jump
channal-shaped in U
stilling basin
channel bottom rough.
Online Access:http://www.jfas.info/index.php/JFAS/article/view/93/pdf
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spelling doaj-081e941030a840df954c004592b7d4852020-11-24T22:55:12ZengEl Oued UniversityJournal of Fundamental and Applied Sciences1112-98672013-06-01512337EFFECT FOR A SINGLE ROUGHNESS E=5,63mm OF EXPERIMENTAL TO STUDY HYDRAULIC JUMP PROFILE IN A CHANNEL IN U A ROUGH BOTTOMA. GhomriF. RiguetM. DebabecheThis study aims to study the hydraulic jump controlled by threshold, moving in a channel profile 'U' bottomed rough for a single roughness E=5,63mm. Functional relations in dimensionless terms, linking the different characteristics of the projection, showing the effect of roughness of the bottom of the channel are obtained. The hydraulic jump is the primary means used by hydraulic structures to dissipate energy. This hydraulic jump is formed at the sharp transition from a supercritical flow a stream flow.http://www.jfas.info/index.php/JFAS/article/view/93/pdfHydraulic jumpchannal-shaped in Ustilling basinchannel bottom rough.
collection DOAJ
language English
format Article
sources DOAJ
author A. Ghomri
F. Riguet
M. Debabeche
spellingShingle A. Ghomri
F. Riguet
M. Debabeche
EFFECT FOR A SINGLE ROUGHNESS E=5,63mm OF EXPERIMENTAL TO STUDY HYDRAULIC JUMP PROFILE IN A CHANNEL IN U A ROUGH BOTTOM
Journal of Fundamental and Applied Sciences
Hydraulic jump
channal-shaped in U
stilling basin
channel bottom rough.
author_facet A. Ghomri
F. Riguet
M. Debabeche
author_sort A. Ghomri
title EFFECT FOR A SINGLE ROUGHNESS E=5,63mm OF EXPERIMENTAL TO STUDY HYDRAULIC JUMP PROFILE IN A CHANNEL IN U A ROUGH BOTTOM
title_short EFFECT FOR A SINGLE ROUGHNESS E=5,63mm OF EXPERIMENTAL TO STUDY HYDRAULIC JUMP PROFILE IN A CHANNEL IN U A ROUGH BOTTOM
title_full EFFECT FOR A SINGLE ROUGHNESS E=5,63mm OF EXPERIMENTAL TO STUDY HYDRAULIC JUMP PROFILE IN A CHANNEL IN U A ROUGH BOTTOM
title_fullStr EFFECT FOR A SINGLE ROUGHNESS E=5,63mm OF EXPERIMENTAL TO STUDY HYDRAULIC JUMP PROFILE IN A CHANNEL IN U A ROUGH BOTTOM
title_full_unstemmed EFFECT FOR A SINGLE ROUGHNESS E=5,63mm OF EXPERIMENTAL TO STUDY HYDRAULIC JUMP PROFILE IN A CHANNEL IN U A ROUGH BOTTOM
title_sort effect for a single roughness e=5,63mm of experimental to study hydraulic jump profile in a channel in u a rough bottom
publisher El Oued University
series Journal of Fundamental and Applied Sciences
issn 1112-9867
publishDate 2013-06-01
description This study aims to study the hydraulic jump controlled by threshold, moving in a channel profile 'U' bottomed rough for a single roughness E=5,63mm. Functional relations in dimensionless terms, linking the different characteristics of the projection, showing the effect of roughness of the bottom of the channel are obtained. The hydraulic jump is the primary means used by hydraulic structures to dissipate energy. This hydraulic jump is formed at the sharp transition from a supercritical flow a stream flow.
topic Hydraulic jump
channal-shaped in U
stilling basin
channel bottom rough.
url http://www.jfas.info/index.php/JFAS/article/view/93/pdf
work_keys_str_mv AT aghomri effectforasingleroughnesse563mmofexperimentaltostudyhydraulicjumpprofileinachannelinuaroughbottom
AT friguet effectforasingleroughnesse563mmofexperimentaltostudyhydraulicjumpprofileinachannelinuaroughbottom
AT mdebabeche effectforasingleroughnesse563mmofexperimentaltostudyhydraulicjumpprofileinachannelinuaroughbottom
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