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

    Density Effects on Dilution and Height of Vertical Fountains

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author:
    Nadeem Ahmad
    ,
    Raouf E. Baddour
    DOI: 10.1061/(ASCE)HY.1943-7900.0001044
    Publisher: American Society of Civil Engineers
    Abstract: The effects of relative density difference on the dilution and height of vertical negative buoyant jets were investigated experimentally. These effects, which are related to fluid density, occurred in addition to the buoyancy effects commonly parameterized by the densimetric Froude number. The density effects have generally been ignored in previous investigations and in practice on the basis of Boussinesq’s approximation. The density effects could, however, be relevant in connection to hypersaline discharges from desalination plants and dense discharges from oil and potash mining industries. A series of seven upward fountain experiments were performed in the laboratory to carry out this investigation. The flow was turbulent, the relative density difference varied from 0.0014 to 0.064, and the densimetric Froude number varied from 2.13 to 15.7. The results showed that an increase in the relative density difference reduced both the minimum return dilution and maximum height of the fountains. The observed maximum reduction in dilution was 48%, and the maximum reduction of height was 19%. The results also demonstrated that upward fountains are dynamically similar to downward fountains.
    • Download: (7.205Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Density Effects on Dilution and Height of Vertical Fountains

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/81611
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorNadeem Ahmad
    contributor authorRaouf E. Baddour
    date accessioned2017-05-08T22:30:02Z
    date available2017-05-08T22:30:02Z
    date copyrightNovember 2015
    date issued2015
    identifier other47031386.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81611
    description abstractThe effects of relative density difference on the dilution and height of vertical negative buoyant jets were investigated experimentally. These effects, which are related to fluid density, occurred in addition to the buoyancy effects commonly parameterized by the densimetric Froude number. The density effects have generally been ignored in previous investigations and in practice on the basis of Boussinesq’s approximation. The density effects could, however, be relevant in connection to hypersaline discharges from desalination plants and dense discharges from oil and potash mining industries. A series of seven upward fountain experiments were performed in the laboratory to carry out this investigation. The flow was turbulent, the relative density difference varied from 0.0014 to 0.064, and the densimetric Froude number varied from 2.13 to 15.7. The results showed that an increase in the relative density difference reduced both the minimum return dilution and maximum height of the fountains. The observed maximum reduction in dilution was 48%, and the maximum reduction of height was 19%. The results also demonstrated that upward fountains are dynamically similar to downward fountains.
    publisherAmerican Society of Civil Engineers
    titleDensity Effects on Dilution and Height of Vertical Fountains
    typeJournal Paper
    journal volume141
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001044
    treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 011
    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