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    Aeration, Flow Instabilities, and Residual Energy on Pooled Stepped Spillways of Embankment Dams

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 010
    Author:
    Stefan Felder
    ,
    Hubert Chanson
    DOI: 10.1061/(ASCE)IR.1943-4774.0000627
    Publisher: American Society of Civil Engineers
    Abstract: Air-water flow experiments were conducted on some flat and pooled stepped spillways with slopes of 8.9° and 26.6° in transition and skimming flows. The study comprised the observations of the flow patterns, characteristic air-water flow properties, and energy dissipation performances. The air-water flow properties showed some differences in terms of interfacial velocity, bubble count rate, and turbulence intensity between the stepped chutes for the two channel slopes. These differences were also reflected in the residual energy data, highlighting a better energy dissipation rate for the pooled stepped spillway with slope of 8.9°. However, the aerated flows on the pooled stepped spillways exhibited some hydrodynamic instabilities, and a safe operation must be tested in physical models. The flat stepped spillway appeared to be the preferable design in terms of energy dissipation and flow stability.
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      Aeration, Flow Instabilities, and Residual Energy on Pooled Stepped Spillways of Embankment Dams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/65543
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    contributor authorStefan Felder
    contributor authorHubert Chanson
    date accessioned2017-05-08T21:53:31Z
    date available2017-05-08T21:53:31Z
    date copyrightOctober 2013
    date issued2013
    identifier other%28asce%29ir%2E1943-4774%2E0000656.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65543
    description abstractAir-water flow experiments were conducted on some flat and pooled stepped spillways with slopes of 8.9° and 26.6° in transition and skimming flows. The study comprised the observations of the flow patterns, characteristic air-water flow properties, and energy dissipation performances. The air-water flow properties showed some differences in terms of interfacial velocity, bubble count rate, and turbulence intensity between the stepped chutes for the two channel slopes. These differences were also reflected in the residual energy data, highlighting a better energy dissipation rate for the pooled stepped spillway with slope of 8.9°. However, the aerated flows on the pooled stepped spillways exhibited some hydrodynamic instabilities, and a safe operation must be tested in physical models. The flat stepped spillway appeared to be the preferable design in terms of energy dissipation and flow stability.
    publisherAmerican Society of Civil Engineers
    titleAeration, Flow Instabilities, and Residual Energy on Pooled Stepped Spillways of Embankment Dams
    typeJournal Paper
    journal volume139
    journal issue10
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000627
    treeJournal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 010
    contenttypeFulltext
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