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    Detection of Abrupt Flow Discontinuities in Open-Surface Channels by Transient Analysis

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author:
    Michele Fanelli
    ,
    Enrique Cabrera
    DOI: 10.1061/(ASCE)HY.1943-7900.0001059
    Publisher: American Society of Civil Engineers
    Abstract: From a linearized form of the equations of unsteady (transient) motion in an open channel of uniform cross section using the well-known technique of the characteristic lines, it is shown that under a set of not-too-restrictive conditions, the sudden occurrence of abrupt flow discontinuities, such as a sudden leak, burst, or whatever flow perturbation, can be detected and localized by monitoring, and the pressure variations in a purposefully designed array of transducers located along the channel bottom can be suitably processed in real time. This study, which belongs to the general theme of transient analysis, extends the techniques of burst detection, localization, and quantification to the case of open-surface flows, which are tested for the first time by the authors in the case of single pressurized pipes. The proposed methodology can easily be applied to instantaneously detect and assess unexpected events that can occur in the more sensible and vulnerable channel stretches.
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      Detection of Abrupt Flow Discontinuities in Open-Surface Channels by Transient Analysis

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    contributor authorMichele Fanelli
    contributor authorEnrique Cabrera
    date accessioned2017-05-08T22:28:08Z
    date available2017-05-08T22:28:08Z
    date copyrightJanuary 2016
    date issued2016
    identifier other45886157.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81107
    description abstractFrom a linearized form of the equations of unsteady (transient) motion in an open channel of uniform cross section using the well-known technique of the characteristic lines, it is shown that under a set of not-too-restrictive conditions, the sudden occurrence of abrupt flow discontinuities, such as a sudden leak, burst, or whatever flow perturbation, can be detected and localized by monitoring, and the pressure variations in a purposefully designed array of transducers located along the channel bottom can be suitably processed in real time. This study, which belongs to the general theme of transient analysis, extends the techniques of burst detection, localization, and quantification to the case of open-surface flows, which are tested for the first time by the authors in the case of single pressurized pipes. The proposed methodology can easily be applied to instantaneously detect and assess unexpected events that can occur in the more sensible and vulnerable channel stretches.
    publisherAmerican Society of Civil Engineers
    titleDetection of Abrupt Flow Discontinuities in Open-Surface Channels by Transient Analysis
    typeJournal Paper
    journal volume142
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001059
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 001
    contenttypeFulltext
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