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    Experimental Study on Local Scour Downstream of Arced Piano-Key Weirs

    Source: Journal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 012::page 04023027-1
    Author:
    Mohammad Karimi Chahartaghi
    ,
    Sohrab Nazari
    ,
    Mohammad Mahmoodian Shooshtari
    DOI: 10.1061/JIDEDH.IRENG-9855
    Publisher: ASCE
    Abstract: The piano key weir is a unique new geometric type that can have a linear (rectangular or trapezoidal) or arc (trapezoidal) layout. Depending on the flow hydraulics and the bed type, different shapes of scour holes can form downstream of these weirs. Two types of piano key weirs—rectangular, and trapezoidal with an arced plan—were built to investigate the sediment transport patterns. The bed material comprised sand (d50=1.25  mm) and gravel (d50=8.9  mm). The results revealed that the scour hole dimensions and bed topography patterns depend on hydraulic conditions, crest geometry, and bed material gradation. Analysis of the data suggested that local scour depths behind a piano key weir with a rectangular crest might be as much as 12% larger than those for other configurations in sand or gravel.
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      Experimental Study on Local Scour Downstream of Arced Piano-Key Weirs

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4296085
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    contributor authorMohammad Karimi Chahartaghi
    contributor authorSohrab Nazari
    contributor authorMohammad Mahmoodian Shooshtari
    date accessioned2024-04-27T20:50:41Z
    date available2024-04-27T20:50:41Z
    date issued2023/12/01
    identifier other10.1061-JIDEDH.IRENG-9855.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296085
    description abstractThe piano key weir is a unique new geometric type that can have a linear (rectangular or trapezoidal) or arc (trapezoidal) layout. Depending on the flow hydraulics and the bed type, different shapes of scour holes can form downstream of these weirs. Two types of piano key weirs—rectangular, and trapezoidal with an arced plan—were built to investigate the sediment transport patterns. The bed material comprised sand (d50=1.25  mm) and gravel (d50=8.9  mm). The results revealed that the scour hole dimensions and bed topography patterns depend on hydraulic conditions, crest geometry, and bed material gradation. Analysis of the data suggested that local scour depths behind a piano key weir with a rectangular crest might be as much as 12% larger than those for other configurations in sand or gravel.
    publisherASCE
    titleExperimental Study on Local Scour Downstream of Arced Piano-Key Weirs
    typeJournal Article
    journal volume149
    journal issue12
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/JIDEDH.IRENG-9855
    journal fristpage04023027-1
    journal lastpage04023027-10
    page10
    treeJournal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 012
    contenttypeFulltext
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