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    Transitional and Weir Flow in a Vented Drop Shaft with a Sharp-Edged Intake

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author:
    Roberta Padulano
    ,
    Giuseppe Del Giudice
    DOI: 10.1061/(ASCE)IR.1943-4774.0001011
    Publisher: American Society of Civil Engineers
    Abstract: An experimental analysis of a vertical drop shaft with a sharp-edged horizontal intake section and a coaxial venting pipe is undertaken to obtain design criteria given the limited attention provided by literature. Three different flow regimes are observed, namely weir flow and pressurized flow for extreme discharges and transitional flow for intermediate discharges. Particular attention is paid to transitional flow, which is a periodical regime consisting of an alternate switch from weir to pressurized flow, with water heads ranging between a maximum and a minimum. For transitional flow a detailed characterization of water surface oscillations is provided, and nondimensional equations are given describing mean water head, oscillation amplitude and frequency as functions of pipe Froude number and dimensionless plunged length of the coaxial pipe. Also, a region of existence is provided in terms of pipe Froude number and different wave types are identified. For weir flow, a nondimensional head-discharge relation is provided by analogy with overfalls.
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      Transitional and Weir Flow in a Vented Drop Shaft with a Sharp-Edged Intake

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    http://yetl.yabesh.ir/yetl1/handle/yetl/82836
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    contributor authorRoberta Padulano
    contributor authorGiuseppe Del Giudice
    date accessioned2017-05-08T22:34:17Z
    date available2017-05-08T22:34:17Z
    date copyrightMay 2016
    date issued2016
    identifier other49939842.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82836
    description abstractAn experimental analysis of a vertical drop shaft with a sharp-edged horizontal intake section and a coaxial venting pipe is undertaken to obtain design criteria given the limited attention provided by literature. Three different flow regimes are observed, namely weir flow and pressurized flow for extreme discharges and transitional flow for intermediate discharges. Particular attention is paid to transitional flow, which is a periodical regime consisting of an alternate switch from weir to pressurized flow, with water heads ranging between a maximum and a minimum. For transitional flow a detailed characterization of water surface oscillations is provided, and nondimensional equations are given describing mean water head, oscillation amplitude and frequency as functions of pipe Froude number and dimensionless plunged length of the coaxial pipe. Also, a region of existence is provided in terms of pipe Froude number and different wave types are identified. For weir flow, a nondimensional head-discharge relation is provided by analogy with overfalls.
    publisherAmerican Society of Civil Engineers
    titleTransitional and Weir Flow in a Vented Drop Shaft with a Sharp-Edged Intake
    typeJournal Paper
    journal volume142
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001011
    treeJournal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 005
    contenttypeFulltext
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