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    Wall Shear Stress in the Early Stage of Unsteady Turbulent Pipe Flow

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author:
    S. He
    ,
    C. Ariyaratne
    DOI: 10.1061/(ASCE)HY.1943-7900.0000336
    Publisher: American Society of Civil Engineers
    Abstract: Conventionally, wall shear stress in an unsteady turbulent pipe flow is decomposed into a quasi-steady component and an “unsteady wall shear stress” component. Whereas the former is evaluated by using “standard” steady flow correlations, extensive research has been carried out to develop methods to predict the latter leading to various unsteady friction models. A different approach of decomposition is used in the present paper whereby the wall shear in an unsteady flow is split into the initial steady value and perturbations from it. It is shown that in the early stages of an unsteady turbulent pipe flow, these perturbations are well described by a laminar-flow formulation. This allows simple expressions to be derived for unsteady friction predictions, which are in good agreement with experimental and computational results.
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      Wall Shear Stress in the Early Stage of Unsteady Turbulent Pipe Flow

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    contributor authorS. He
    contributor authorC. Ariyaratne
    date accessioned2017-05-08T21:51:01Z
    date available2017-05-08T21:51:01Z
    date copyrightMay 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000362.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64178
    description abstractConventionally, wall shear stress in an unsteady turbulent pipe flow is decomposed into a quasi-steady component and an “unsteady wall shear stress” component. Whereas the former is evaluated by using “standard” steady flow correlations, extensive research has been carried out to develop methods to predict the latter leading to various unsteady friction models. A different approach of decomposition is used in the present paper whereby the wall shear in an unsteady flow is split into the initial steady value and perturbations from it. It is shown that in the early stages of an unsteady turbulent pipe flow, these perturbations are well described by a laminar-flow formulation. This allows simple expressions to be derived for unsteady friction predictions, which are in good agreement with experimental and computational results.
    publisherAmerican Society of Civil Engineers
    titleWall Shear Stress in the Early Stage of Unsteady Turbulent Pipe Flow
    typeJournal Paper
    journal volume137
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000336
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 005
    contenttypeFulltext
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