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    Turbulent Friction in Canonical Flows: State of the Science and Future Outlook

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 006::page 04024044-1
    Author:
    Subhasish Dey
    ,
    Sk Zeeshan Ali
    DOI: 10.1061/JHEND8.HYENG-14109
    Publisher: American Society of Civil Engineers
    Abstract: Quantifying turbulent friction holds significant importance, not only for understanding the fundamental flow physics but also for enriching system performance across a wide range of engineering applications. This vision article presents the state of the science of the turbulent friction in canonical flows, shedding light on its current status through a combination of theoretical developments and experimental observations. First, the article discusses the law of the wall, including the scaling behavior, the possible origin of the logarithmic law, and the effects of wall roughness. Then, it provides an overview of roughness height and its connection with the wall topography. The scaling behaviors of the logarithmic and power laws of turbulent friction are thoroughly appraised, offering insights into their implications. Additionally, the phenomenological models of turbulent friction based on the spectral and co-spectral budget theories are furnished. The behavior of turbulent friction for extremely large Reynolds number flows is examined, based on theoretical models and experimental data. The semiempirical finite Reynolds number model for turbulent friction is reviewed, emphasizing the pertinent scaling laws in various forms. The scaling laws of turbulent friction in curved-pipe and axisymmetric boundary layer flows are discussed. Finally, future research directions are outlined, highlighting the key challenges to be addressed.
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      Turbulent Friction in Canonical Flows: State of the Science and Future Outlook

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    contributor authorSubhasish Dey
    contributor authorSk Zeeshan Ali
    date accessioned2024-12-24T10:29:41Z
    date available2024-12-24T10:29:41Z
    date copyright11/1/2024 12:00:00 AM
    date issued2024
    identifier otherJHEND8.HYENG-14109.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299025
    description abstractQuantifying turbulent friction holds significant importance, not only for understanding the fundamental flow physics but also for enriching system performance across a wide range of engineering applications. This vision article presents the state of the science of the turbulent friction in canonical flows, shedding light on its current status through a combination of theoretical developments and experimental observations. First, the article discusses the law of the wall, including the scaling behavior, the possible origin of the logarithmic law, and the effects of wall roughness. Then, it provides an overview of roughness height and its connection with the wall topography. The scaling behaviors of the logarithmic and power laws of turbulent friction are thoroughly appraised, offering insights into their implications. Additionally, the phenomenological models of turbulent friction based on the spectral and co-spectral budget theories are furnished. The behavior of turbulent friction for extremely large Reynolds number flows is examined, based on theoretical models and experimental data. The semiempirical finite Reynolds number model for turbulent friction is reviewed, emphasizing the pertinent scaling laws in various forms. The scaling laws of turbulent friction in curved-pipe and axisymmetric boundary layer flows are discussed. Finally, future research directions are outlined, highlighting the key challenges to be addressed.
    publisherAmerican Society of Civil Engineers
    titleTurbulent Friction in Canonical Flows: State of the Science and Future Outlook
    typeJournal Article
    journal volume150
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-14109
    journal fristpage04024044-1
    journal lastpage04024044-14
    page14
    treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 006
    contenttypeFulltext
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