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    Inception Point for Embankment Dam Stepped Spillways

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 001
    Author:
    Sherry L. Hunt
    ,
    Kem C. Kadavy
    DOI: 10.1061/(ASCE)HY.1943-7900.0000644
    Publisher: American Society of Civil Engineers
    Abstract: Retrofitting embankment dams with stepped spillways has become a common design practice, particularly for those dams that change hazard classification from low to high. For embankment dams retrofitted with stepped spillways, the chute length is often insufficient for developing aerated flow or an inception point. The inception point is a key spillway design parameter used in energy dissipation, flow depth, and air entrainment prediction relationships. Original research for developing an inception-point relationship for stepped spillways was based on primarily gravity (
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      Inception Point for Embankment Dam Stepped Spillways

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    contributor authorSherry L. Hunt
    contributor authorKem C. Kadavy
    date accessioned2017-05-08T21:51:34Z
    date available2017-05-08T21:51:34Z
    date copyrightJanuary 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000673.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64505
    description abstractRetrofitting embankment dams with stepped spillways has become a common design practice, particularly for those dams that change hazard classification from low to high. For embankment dams retrofitted with stepped spillways, the chute length is often insufficient for developing aerated flow or an inception point. The inception point is a key spillway design parameter used in energy dissipation, flow depth, and air entrainment prediction relationships. Original research for developing an inception-point relationship for stepped spillways was based on primarily gravity (
    publisherAmerican Society of Civil Engineers
    titleInception Point for Embankment Dam Stepped Spillways
    typeJournal Paper
    journal volume139
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000644
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 001
    contenttypeFulltext
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