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    Influence of Length-to-Width Ratio on Flow and Turbulence in the Wake of Piles with Elongated Cross-Sections

    Source: Journal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 005::page 04025026-1
    Author:
    Kohandel Gargari, Mehrnoush
    ,
    Kirca, V. S. Ozgur
    ,
    Yagci, Oral
    DOI: 10.1061/JHEND8.HYENG-14164
    Publisher: American Society of Civil Engineers
    Abstract: AbstractElongated circular bridge piers are commonly used in hydraulic structures. Their interaction with the incident flow for varying length-to-width ratios, especially in the wake region, has not been comprehensively investigated before. In this study, ...
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      Influence of Length-to-Width Ratio on Flow and Turbulence in the Wake of Piles with Elongated Cross-Sections

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311550
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    contributor authorKohandel Gargari, Mehrnoush
    contributor authorKirca, V. S. Ozgur
    contributor authorYagci, Oral
    date accessioned2026-08-20T10:59:44Z
    date available2026-08-20T10:59:44Z
    date copyright2025/06/10
    date issued2025
    identifier otherJHEND8.HYENG-14164.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311550
    description abstractAbstractElongated circular bridge piers are commonly used in hydraulic structures. Their interaction with the incident flow for varying length-to-width ratios, especially in the wake region, has not been comprehensively investigated before. In this study, ...
    publisherAmerican Society of Civil Engineers
    titleInfluence of Length-to-Width Ratio on Flow and Turbulence in the Wake of Piles with Elongated Cross-Sections
    typeJournal Article
    journal volume151
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-14164
    journal fristpage04025026-1
    journal lastpage04025026-16
    page16
    treeJournal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 005
    contenttypeFulltext
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