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    Flow Characteristics at Drops

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 008
    Author:
    M. R. Chamani
    ,
    M. K. Beirami
    DOI: 10.1061/(ASCE)0733-9429(2002)128:8(788)
    Publisher: American Society of Civil Engineers
    Abstract: This technical note is an experimental contribution to the study of the supercritical flow at drops. The experimental setup is arranged to measure flow characteristics, which include velocity profiles and several lengths. Because of the similarity of the supercritical flow to the subcritical flow, a basis for the analysis of data is also established. It is found that for a specific discharge increasing the Froude number decreases the relative energy loss, the downstream depth, and the pool depth. For any given value of the Froude number, with increasing discharge the energy loss decreases, but the downstream depth and the pool depth increase. The predictions of flow parameters differ from the measured ones, probably due to the assumptions made in the proposed method, which neglect the entrainment of air at the downstream section and the bed shear stress. An empirical equation is derived to estimate the relative energy loss for supercritical flow. Since the proposed method can be run for any Froude number, it can also be used to predict flow parameters of the subcritical flow with good accuracy.
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      Flow Characteristics at Drops

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25421
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    contributor authorM. R. Chamani
    contributor authorM. K. Beirami
    date accessioned2017-05-08T20:44:23Z
    date available2017-05-08T20:44:23Z
    date copyrightAugust 2002
    date issued2002
    identifier other%28asce%290733-9429%282002%29128%3A8%28788%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25421
    description abstractThis technical note is an experimental contribution to the study of the supercritical flow at drops. The experimental setup is arranged to measure flow characteristics, which include velocity profiles and several lengths. Because of the similarity of the supercritical flow to the subcritical flow, a basis for the analysis of data is also established. It is found that for a specific discharge increasing the Froude number decreases the relative energy loss, the downstream depth, and the pool depth. For any given value of the Froude number, with increasing discharge the energy loss decreases, but the downstream depth and the pool depth increase. The predictions of flow parameters differ from the measured ones, probably due to the assumptions made in the proposed method, which neglect the entrainment of air at the downstream section and the bed shear stress. An empirical equation is derived to estimate the relative energy loss for supercritical flow. Since the proposed method can be run for any Froude number, it can also be used to predict flow parameters of the subcritical flow with good accuracy.
    publisherAmerican Society of Civil Engineers
    titleFlow Characteristics at Drops
    typeJournal Paper
    journal volume128
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2002)128:8(788)
    treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian