Show simple item record

contributor authorH. Chanson
contributor authorJ. S. Montes
date accessioned2017-05-08T20:42:16Z
date available2017-05-08T20:42:16Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290733-9429%281995%29121%3A2%28129%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24091
description abstractIn open channels, the transition from supercritical to subcritical flows is called a hydraulic jump. For low upstream Froude numbers, free-surface undulations develop downstream of the jump and the hydraulic jump is called an undular jump. New experiments on undular hydraulic jumps were performed in a rectangular channel in which the upstream flows were fully developed turbulent shear flows. In this paper, the main flow patterns are described. Visual and photographic observations indicate five types of undular jumps. One of the main flow characteristics is the presence of lateral shock waves for Froude numbers larger than 1.2. The results show that the disappearance of undular jump occurs for Froude numbers ranging from 1.5 to 2.9, and the wavelength and amplitude of free-surface undulations are functions of the upstream Froude number and the aspect ratio
publisherAmerican Society of Civil Engineers
titleCharacteristics of Undular Hydraulic Jumps: Experimental Apparatus and Flow Patterns
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1995)121:2(129)
treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record