YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Hydraulic Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Hydraulic Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Emptying of Large-Scale Pipeline by Pressurized Air

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 012
    Author:
    Janek Laanearu
    ,
    Ivar Annus
    ,
    Tiit Koppel
    ,
    Anton Bergant
    ,
    Sašo Vučković
    ,
    Qingzhi Hou
    ,
    Arris S. Tijsseling
    ,
    Alexander Anderson
    ,
    Jos M. C. van’t Westende
    DOI: 10.1061/(ASCE)HY.1943-7900.0000631
    Publisher: American Society of Civil Engineers
    Abstract: Emptying of an initially water-filled horizontal PVC pipeline driven by different upstream compressed air pressures and with different outflow restriction conditions, with motion of an air-water front through the pressurized pipeline, is investigated experimentally. Simple numerical modeling is used to interpret the results, especially the observed additional shortening of the moving full water column due to formation of a stratified water-air “tail.” Measured discharges, water-level changes, and pressure variations along the pipeline during emptying are compared using control volume (CV) model results. The CV model solutions for a nonstratified case are shown to be delayed as compared with the actual measured changes of flow rate, pressure, and water level. But by considering water-column mass loss due to the water-air tail and residual motion, the calibrated CV model yields solutions that are qualitatively in good agreement with the experimental results. A key interpretation is that the long air-cavity celerity is close to its critical value at the instant of minimum flow acceleration. The influences of driving pressure, inertia, and friction predominate, with the observed water hammer caused by the initiating downstream valve opening insignificantly influencing the water-air front propagation.
    • Download: (1.033Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Emptying of Large-Scale Pipeline by Pressurized Air

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/64491
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorJanek Laanearu
    contributor authorIvar Annus
    contributor authorTiit Koppel
    contributor authorAnton Bergant
    contributor authorSašo Vučković
    contributor authorQingzhi Hou
    contributor authorArris S. Tijsseling
    contributor authorAlexander Anderson
    contributor authorJos M. C. van’t Westende
    date accessioned2017-05-08T21:51:32Z
    date available2017-05-08T21:51:32Z
    date copyrightDecember 2012
    date issued2012
    identifier other%28asce%29hy%2E1943-7900%2E0000659.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64491
    description abstractEmptying of an initially water-filled horizontal PVC pipeline driven by different upstream compressed air pressures and with different outflow restriction conditions, with motion of an air-water front through the pressurized pipeline, is investigated experimentally. Simple numerical modeling is used to interpret the results, especially the observed additional shortening of the moving full water column due to formation of a stratified water-air “tail.” Measured discharges, water-level changes, and pressure variations along the pipeline during emptying are compared using control volume (CV) model results. The CV model solutions for a nonstratified case are shown to be delayed as compared with the actual measured changes of flow rate, pressure, and water level. But by considering water-column mass loss due to the water-air tail and residual motion, the calibrated CV model yields solutions that are qualitatively in good agreement with the experimental results. A key interpretation is that the long air-cavity celerity is close to its critical value at the instant of minimum flow acceleration. The influences of driving pressure, inertia, and friction predominate, with the observed water hammer caused by the initiating downstream valve opening insignificantly influencing the water-air front propagation.
    publisherAmerican Society of Civil Engineers
    titleEmptying of Large-Scale Pipeline by Pressurized Air
    typeJournal Paper
    journal volume138
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000631
    treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 012
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian