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    Hydromechanics of the Asymmetric Trapezoidal Piano Key and Labyrinth Weirs

    Source: Journal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 011::page 04023023-1
    Author:
    Akbar Safarzadeh
    ,
    Shadi Alizadeh Marallo
    DOI: 10.1061/JIDEDH.IRENG-10098
    Publisher: ASCE
    Abstract: This paper presents the results of experimental measurements and numerical simulations on the hydromechanics of trapezoidal asymmetric piano key weirs and compares the performance of piano key weirs and labyrinth weirs with the same crest lengths and layouts. The results show that gradually increasing the sidewall angle from 0° to 6° for labyrinth weirs continuously increases the discharge capacity of the weir. In contrast, for piano key weirs, increasing the sidewall angle from 0° to 3° significantly increases the efficiency of the weir at low to medium heads, but further increasing the sidewall angle does not significantly change the efficiency of the hydraulically optimal asymmetric piano key weir. The high angle of the lateral spilling jet to the outlet keys, along the downstream half of the side crests and the widening of the outlet keys increase the discharge efficiency of the trapezoidal piano-key weir with 3° of sidewall angle and 4 unit keys, compared to the identical weir with 6° of sidewall angle. Despite the wider outlet keys at the downstream of the trapezoidal piano key weir with 6° of sidewall angle, the narrower width of the inlet key, results in a higher streamwise inertia and thus the lower discharge at the outlet keys. Discretization of the discharge along the crest of the tested weirs confirms these results. In this research, the discharge capacity of trapezoidal piano key and labyrinth weirs were examined under various conditions and their performance was compared. The authors suggest an optimal ratio of weir height to unit width for rectangular piano key weirs, which increases the discharge coefficient by 6%. This finding can be applied to new dam projects to design cost-effective and highly efficient weirs. The study also showed that increasing the sidewall angle from 0° to 6° in trapezoidal labyrinth weirs improves the discharge coefficient by an average of 10.3%. However, in trapezoidal piano key weirs, increasing the sidewall angle from 0° to 3° has a significant impact on discharge coefficient, but further increase reverses the trend. Overall, piano key weirs perform better than their labyrinth counterparts.
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      Hydromechanics of the Asymmetric Trapezoidal Piano Key and Labyrinth Weirs

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    contributor authorAkbar Safarzadeh
    contributor authorShadi Alizadeh Marallo
    date accessioned2024-04-27T20:50:31Z
    date available2024-04-27T20:50:31Z
    date issued2023/11/01
    identifier other10.1061-JIDEDH.IRENG-10098.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296079
    description abstractThis paper presents the results of experimental measurements and numerical simulations on the hydromechanics of trapezoidal asymmetric piano key weirs and compares the performance of piano key weirs and labyrinth weirs with the same crest lengths and layouts. The results show that gradually increasing the sidewall angle from 0° to 6° for labyrinth weirs continuously increases the discharge capacity of the weir. In contrast, for piano key weirs, increasing the sidewall angle from 0° to 3° significantly increases the efficiency of the weir at low to medium heads, but further increasing the sidewall angle does not significantly change the efficiency of the hydraulically optimal asymmetric piano key weir. The high angle of the lateral spilling jet to the outlet keys, along the downstream half of the side crests and the widening of the outlet keys increase the discharge efficiency of the trapezoidal piano-key weir with 3° of sidewall angle and 4 unit keys, compared to the identical weir with 6° of sidewall angle. Despite the wider outlet keys at the downstream of the trapezoidal piano key weir with 6° of sidewall angle, the narrower width of the inlet key, results in a higher streamwise inertia and thus the lower discharge at the outlet keys. Discretization of the discharge along the crest of the tested weirs confirms these results. In this research, the discharge capacity of trapezoidal piano key and labyrinth weirs were examined under various conditions and their performance was compared. The authors suggest an optimal ratio of weir height to unit width for rectangular piano key weirs, which increases the discharge coefficient by 6%. This finding can be applied to new dam projects to design cost-effective and highly efficient weirs. The study also showed that increasing the sidewall angle from 0° to 6° in trapezoidal labyrinth weirs improves the discharge coefficient by an average of 10.3%. However, in trapezoidal piano key weirs, increasing the sidewall angle from 0° to 3° has a significant impact on discharge coefficient, but further increase reverses the trend. Overall, piano key weirs perform better than their labyrinth counterparts.
    publisherASCE
    titleHydromechanics of the Asymmetric Trapezoidal Piano Key and Labyrinth Weirs
    typeJournal Article
    journal volume149
    journal issue11
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/JIDEDH.IRENG-10098
    journal fristpage04023023-1
    journal lastpage04023023-13
    page13
    treeJournal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 011
    contenttypeFulltext
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