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    Debris-Blocking Sensitivity of Piano Key Weirs under Reservoir-Type Approach Flow

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 011
    Author:
    Michael Pfister
    ,
    Damiano Capobianco
    ,
    Blake Tullis
    ,
    Anton J. Schleiss
    DOI: 10.1061/(ASCE)HY.1943-7900.0000780
    Publisher: American Society of Civil Engineers
    Abstract: The collection of floating woody debris at flow control structures, such as spillways and weirs, can potentially result in reduced discharge efficiency (higher upstream head for a given weir discharge). Compared to less hydraulically-efficient control structures, piano key weirs have higher discharge efficiency (lower upstream heads for a given discharge), which may increase the likelihood of woody debris collection. A systematic laboratory study was conducted to evaluate the interaction between various piano key weir geometries and woody debris types and sizes. The results of individual (noncumulative) debris tests indicated that floating debris blockage probability is highly influenced by trunk diameter and upstream head. The effects of debris accumulation on the upstream head varied with the value of the debris-free reference upstream head condition. At lower upstream reference head values, the cumulative debris tests indicated a relative increase of the debris-associated upstream head of approximately 70%; higher upstream reference head values produced upstream head increases limited to approximately 20%.
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      Debris-Blocking Sensitivity of Piano Key Weirs under Reservoir-Type Approach Flow

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/64648
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    contributor authorMichael Pfister
    contributor authorDamiano Capobianco
    contributor authorBlake Tullis
    contributor authorAnton J. Schleiss
    date accessioned2017-05-08T21:51:50Z
    date available2017-05-08T21:51:50Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000811.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64648
    description abstractThe collection of floating woody debris at flow control structures, such as spillways and weirs, can potentially result in reduced discharge efficiency (higher upstream head for a given weir discharge). Compared to less hydraulically-efficient control structures, piano key weirs have higher discharge efficiency (lower upstream heads for a given discharge), which may increase the likelihood of woody debris collection. A systematic laboratory study was conducted to evaluate the interaction between various piano key weir geometries and woody debris types and sizes. The results of individual (noncumulative) debris tests indicated that floating debris blockage probability is highly influenced by trunk diameter and upstream head. The effects of debris accumulation on the upstream head varied with the value of the debris-free reference upstream head condition. At lower upstream reference head values, the cumulative debris tests indicated a relative increase of the debris-associated upstream head of approximately 70%; higher upstream reference head values produced upstream head increases limited to approximately 20%.
    publisherAmerican Society of Civil Engineers
    titleDebris-Blocking Sensitivity of Piano Key Weirs under Reservoir-Type Approach Flow
    typeJournal Paper
    journal volume139
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000780
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 011
    contenttypeFulltext
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