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contributor authorN. Riviere
contributor authorG. Vouaillat
contributor authorG. Launay
contributor authorE. Mignot
date accessioned2017-12-16T09:07:56Z
date available2017-12-16T09:07:56Z
date issued2017
identifier other%28ASCE%29HY.1943-7900.0001291.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238976
description abstractA supercritical open-channel flow can skirt an emerged obstacle by using two distinct forms of workaround: a detached hydraulic jump or a so-called wall-jet-like bow wave. These two forms stem from the properties of supercritical flow and are described in detail. Experiments assess the conditions of appearance of one form or the other, depending on both upstream Froude number and flow-depth to obstacle-width ratio. A conceptual model, based on mass conservation, reproduces and explains the corresponding transition. For the wall-jet-like bow wave, additional information is given regarding water-depth oscillations; the associated Strouhal number show they are caused by reverse spillage on the obstacle face. Implications of the present results on scouring and forces exerted by the flow on structures justify future works on the subject.
publisherAmerican Society of Civil Engineers
titleEmerging Obstacles in Supercritical Open-Channel Flows: Detached Hydraulic Jump versus Wall-Jet-Like Bow Wave
typeJournal Paper
journal volume143
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001291
treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 007
contenttypeFulltext


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