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

    Flow Resistance in Large Test Channel

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author:
    Joe C. Willis
    DOI: 10.1061/(ASCE)0733-9429(1983)109:12(1755)
    Publisher: American Society of Civil Engineers
    Abstract: Experiments in a large test channel defined friction factors for equilibrium flows up to 150 cfs over a sand bed. Although the friction factors were generally higher than those predicted by either of the three most cited published procedures, they were consistent with published data from smaller flumes with similar sand as the bed material. The Froude number seemed to unify the data into a single average trend. Correlations between the friction factor for flat bed flows and the Reynolds number and relative sand‐grain roughness were also shown to embody a strong Froude number dependency with only minor Reynolds number effect. Division of the total friction factors into components associated with the channel walls, sand grain resistance, and bed form resistance did not improve correlations with the Froude number. The apparent absence of Reynolds number effect in correlation of the friction factor with Froude number may not be general for finer sediments and an extended range of Reynolds numbers. A transformation of the Alam/Kennedy friction diagram for bed forms suggests a decrease in friction factor for finer sands or larger Reynolds numbers or both.
    • Download: (908.1Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Flow Resistance in Large Test Channel

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/22029
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorJoe C. Willis
    date accessioned2017-05-08T20:38:24Z
    date available2017-05-08T20:38:24Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A12%281755%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22029
    description abstractExperiments in a large test channel defined friction factors for equilibrium flows up to 150 cfs over a sand bed. Although the friction factors were generally higher than those predicted by either of the three most cited published procedures, they were consistent with published data from smaller flumes with similar sand as the bed material. The Froude number seemed to unify the data into a single average trend. Correlations between the friction factor for flat bed flows and the Reynolds number and relative sand‐grain roughness were also shown to embody a strong Froude number dependency with only minor Reynolds number effect. Division of the total friction factors into components associated with the channel walls, sand grain resistance, and bed form resistance did not improve correlations with the Froude number. The apparent absence of Reynolds number effect in correlation of the friction factor with Froude number may not be general for finer sediments and an extended range of Reynolds numbers. A transformation of the Alam/Kennedy friction diagram for bed forms suggests a decrease in friction factor for finer sands or larger Reynolds numbers or both.
    publisherAmerican Society of Civil Engineers
    titleFlow Resistance in Large Test Channel
    typeJournal Paper
    journal volume109
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:12(1755)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;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