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    Nonintrusive Method to Compute Water Discharge in Pipes with a Low Depth-to-Diameter Ratio Using Ultrasonic Doppler Velocimetry

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 003
    Author:
    I. Fraga
    ,
    L. Cea
    ,
    J. Puertas
    ,
    J. Anta
    DOI: 10.1061/(ASCE)HY.1943-7900.0000982
    Publisher: American Society of Civil Engineers
    Abstract: A nonintrusive method to calculate water depth and discharge in partially full pipes using data from a single ultrasonic Doppler velocimeter (UDV) profiler is presented. The position of the free surface is identified from the velocity profiles measured with the UDV. The flow discharge is computed from an approximated parameterization of the velocity field in the cross-section, using a single measured velocity profile. The proposed methodology was applied to steady and unsteady flow conditions in two different pipes with diameters of 90 and 200 mm, and depth-to-diameter ratios up to 0.35. Under these conditions, the water depth and discharge were measured with mean absolute errors of 1 mm and
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      Nonintrusive Method to Compute Water Discharge in Pipes with a Low Depth-to-Diameter Ratio Using Ultrasonic Doppler Velocimetry

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    https://yetl.yabesh.ir/yetl1/handle/yetl/72451
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    contributor authorI. Fraga
    contributor authorL. Cea
    contributor authorJ. Puertas
    contributor authorJ. Anta
    date accessioned2017-05-08T22:09:16Z
    date available2017-05-08T22:09:16Z
    date copyrightMarch 2015
    date issued2015
    identifier other35132342.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72451
    description abstractA nonintrusive method to calculate water depth and discharge in partially full pipes using data from a single ultrasonic Doppler velocimeter (UDV) profiler is presented. The position of the free surface is identified from the velocity profiles measured with the UDV. The flow discharge is computed from an approximated parameterization of the velocity field in the cross-section, using a single measured velocity profile. The proposed methodology was applied to steady and unsteady flow conditions in two different pipes with diameters of 90 and 200 mm, and depth-to-diameter ratios up to 0.35. Under these conditions, the water depth and discharge were measured with mean absolute errors of 1 mm and
    publisherAmerican Society of Civil Engineers
    titleNonintrusive Method to Compute Water Discharge in Pipes with a Low Depth-to-Diameter Ratio Using Ultrasonic Doppler Velocimetry
    typeJournal Paper
    journal volume141
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000982
    treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 003
    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
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