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    Supercritical Flow over a Dentated Sill

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author:
    Valentina Cancian Putton
    ,
    Christian Marson
    ,
    Virgilio Fiorotto
    ,
    Elpidio Caroni
    DOI: 10.1061/(ASCE)HY.1943-7900.0000407
    Publisher: American Society of Civil Engineers
    Abstract: Experimental analysis concerning supercritical flow over a dentated sill in nonsubmerged conditions and the local scour downstream of this sill is presented. In this case, the energy dissipation is incomplete so that a scour control downstream of the hydraulic structure could be required. The use of this type of dissipation device could be needed in cases where the maximum flow depth upstream of the sill must be limited to satisfy physical or structural conditions. This could happen, for instance, in the restoration of stilling basin in gravity dams and at the outlet of diversion systems. Experimental and theoretical results, useful in the design of this type of stilling basin and scour control, are presented in the paper, with an application to the case of the Molato Dam in Italy.
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      Supercritical Flow over a Dentated Sill

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    contributor authorValentina Cancian Putton
    contributor authorChristian Marson
    contributor authorVirgilio Fiorotto
    contributor authorElpidio Caroni
    date accessioned2017-05-08T21:51:07Z
    date available2017-05-08T21:51:07Z
    date copyrightSeptember 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000433.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64255
    description abstractExperimental analysis concerning supercritical flow over a dentated sill in nonsubmerged conditions and the local scour downstream of this sill is presented. In this case, the energy dissipation is incomplete so that a scour control downstream of the hydraulic structure could be required. The use of this type of dissipation device could be needed in cases where the maximum flow depth upstream of the sill must be limited to satisfy physical or structural conditions. This could happen, for instance, in the restoration of stilling basin in gravity dams and at the outlet of diversion systems. Experimental and theoretical results, useful in the design of this type of stilling basin and scour control, are presented in the paper, with an application to the case of the Molato Dam in Italy.
    publisherAmerican Society of Civil Engineers
    titleSupercritical Flow over a Dentated Sill
    typeJournal Paper
    journal volume137
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000407
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    contenttypeFulltext
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