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    Influence of Piano Key Weir Crest Shapes on Flow Characteristics, Scale Effects, and Energy Dissipation for In-Channel Application

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 006::page 04023010-1
    Author:
    Xiaoyang Shen
    ,
    Mario Oertel
    DOI: 10.1061/JHEND8.HYENG-13322
    Publisher: American Society of Civil Engineers
    Abstract: Due to their small footprint and efficient hydraulic performance, piano key weirs (PKWs) have been gaining growing attention in the past two decades. Besides the primary geometric parameters like magnification ratio and weir height, the crest shape is another crucial factor influencing the overall performance of this type of hydraulic structure. Beyond discharge aspects, the present study investigates how the flow characteristics, energy dissipation, and scale effects of a piano key weir are influenced by different crest configurations. Overall, results indicate that crest shape majorly affects the nappe trajectory and has significant influence on the hydraulic characteristics of a PKW. The downstream crest shape was observed to be the key element governing the outflow characteristic at low heads, whereas the crest shape in the upstream side was found to be more critical for upstream relative heads within the range of 0.4–0.6. With the resulting nappe behavior, half-round crest was found to provide the highest discharge capacity, while flat crest was the most efficient configuration in terms of energy dissipation. Furthermore, relative to rectangular crests, models with rounded crests were observed to have more significant scale effects at low heads and deviated downstream flow regimes. To facilitate the practical design of such structure, empirical equations were developed to predict the discharge coefficients and downstream residual energies.
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      Influence of Piano Key Weir Crest Shapes on Flow Characteristics, Scale Effects, and Energy Dissipation for In-Channel Application

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    contributor authorXiaoyang Shen
    contributor authorMario Oertel
    date accessioned2023-08-16T19:06:26Z
    date available2023-08-16T19:06:26Z
    date issued2023/06/01
    identifier otherJHEND8.HYENG-13322.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292763
    description abstractDue to their small footprint and efficient hydraulic performance, piano key weirs (PKWs) have been gaining growing attention in the past two decades. Besides the primary geometric parameters like magnification ratio and weir height, the crest shape is another crucial factor influencing the overall performance of this type of hydraulic structure. Beyond discharge aspects, the present study investigates how the flow characteristics, energy dissipation, and scale effects of a piano key weir are influenced by different crest configurations. Overall, results indicate that crest shape majorly affects the nappe trajectory and has significant influence on the hydraulic characteristics of a PKW. The downstream crest shape was observed to be the key element governing the outflow characteristic at low heads, whereas the crest shape in the upstream side was found to be more critical for upstream relative heads within the range of 0.4–0.6. With the resulting nappe behavior, half-round crest was found to provide the highest discharge capacity, while flat crest was the most efficient configuration in terms of energy dissipation. Furthermore, relative to rectangular crests, models with rounded crests were observed to have more significant scale effects at low heads and deviated downstream flow regimes. To facilitate the practical design of such structure, empirical equations were developed to predict the discharge coefficients and downstream residual energies.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Piano Key Weir Crest Shapes on Flow Characteristics, Scale Effects, and Energy Dissipation for In-Channel Application
    typeJournal Article
    journal volume149
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13322
    journal fristpage04023010-1
    journal lastpage04023010-14
    page14
    treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 006
    contenttypeFulltext
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