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    Finite Crest Length Weir Nappe Oscillation

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 006
    Author:
    Anderson A.;Tullis B. P.
    DOI: 10.1061/(ASCE)HY.1943-7900.0001461
    Publisher: American Society of Civil Engineers
    Abstract: Low-head discharge over weirs and crest gates can produce a nappe instability in curvilinear weir nappe flow, referred to as nappe oscillation or vibration, that is characterized by horizontal waves (sinusoidal wave pattern in the longitudinal cross section) and significant low-frequency sound pressure waves. This topic has previously received minimal documentation in the literature. The current study documents weir-flow nappe oscillation research conducted using a prototype-scale quarter-round linear short-crested weir (4.67  m wide×3.63  m tall with a 152-mm radius) with confined and unconfined nappe conditions. The objective of this research was to develop a better understanding of the mechanisms behind nappe oscillation, evaluate oscillation frequencies (three different potential sources), and investigate potential mitigation techniques. Crest roughness modifications were evaluated as potential nappe vibration mitigation alternatives. The results suggest that the source of nappe oscillation is located at or near the weir crest downstream edge. Some modifications effectively suppressed nappe oscillation, whereas other factors functioned as oscillation amplifiers.
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      Finite Crest Length Weir Nappe Oscillation

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    contributor authorAnderson A.;Tullis B. P.
    date accessioned2019-02-26T08:00:17Z
    date available2019-02-26T08:00:17Z
    date issued2018
    identifier other%28ASCE%29HY.1943-7900.0001461.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250812
    description abstractLow-head discharge over weirs and crest gates can produce a nappe instability in curvilinear weir nappe flow, referred to as nappe oscillation or vibration, that is characterized by horizontal waves (sinusoidal wave pattern in the longitudinal cross section) and significant low-frequency sound pressure waves. This topic has previously received minimal documentation in the literature. The current study documents weir-flow nappe oscillation research conducted using a prototype-scale quarter-round linear short-crested weir (4.67  m wide×3.63  m tall with a 152-mm radius) with confined and unconfined nappe conditions. The objective of this research was to develop a better understanding of the mechanisms behind nappe oscillation, evaluate oscillation frequencies (three different potential sources), and investigate potential mitigation techniques. Crest roughness modifications were evaluated as potential nappe vibration mitigation alternatives. The results suggest that the source of nappe oscillation is located at or near the weir crest downstream edge. Some modifications effectively suppressed nappe oscillation, whereas other factors functioned as oscillation amplifiers.
    publisherAmerican Society of Civil Engineers
    titleFinite Crest Length Weir Nappe Oscillation
    typeJournal Paper
    journal volume144
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001461
    page4018020
    treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian