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    Nappe Oscillations on Free-Overfall Structures: Experimental Analysis

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author:
    Lodomez Maurine;Pirotton Michel;Dewals Benjamin;Archambeau Pierre;Erpicum Sébastien
    DOI: 10.1061/(ASCE)HY.1943-7900.0001420
    Publisher: American Society of Civil Engineers
    Abstract: Under 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.
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      Nappe Oscillations on Free-Overfall Structures: Experimental Analysis

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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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