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contributor authorLodomez Maurine;Pirotton Michel;Dewals Benjamin;Archambeau Pierre;Erpicum Sébastien
date accessioned2019-02-26T08:00:05Z
date available2019-02-26T08:00:05Z
date issued2018
identifier other%28ASCE%29HY.1943-7900.0001420.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250788
description abstractUnder relatively low heads, the occurrence of nappe oscillation, also known as nappe vibration, may be observed on hydraulic structures with a free overfall, such as weirs, crest gates, and fountains. This phenomenon is characterized by oscillations of the thin flow nappe cascading downstream of the crest and results in a disturbing noise production that increases the environmental and societal impacts of the hydraulic structure. Given limited information available regarding the physical processes involved in this phenomenon, a detailed investigation has been undertaken to characterize the flow for free-overfall structures where nappe oscillation may be of concern. The research is conducted on a prototype-scale linear weir model (weir length of 3.5 m and a fall height of 3 m) using high-speed cameras and audio equipment to characterize the nappe oscillation. The paper presents the quantitative characteristics of the nappe oscillation gained from images and sound analysis, especially in terms of frequency, for aerated and confined nappe configurations.
publisherAmerican Society of Civil Engineers
titleNappe Oscillations on Free-Overfall Structures: Experimental Analysis
typeJournal Paper
journal volume144
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001420
page4018001
treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 003
contenttypeFulltext


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