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

    Influence of Geometry on Discharge Capacity of Open Channels

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author:
    W. Robert C. Myers
    DOI: 10.1061/(ASCE)0733-9429(1991)117:5(676)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of the influence of cross-sectional geometry on the discharge capacity of rectangular and compound channels is presented. It is found that a wide rectangular channel carries as much as 80% less than a narrow rectangular shape, and as much as 25% less than a compound shape of the same overall width, for the same cross-sectional area, and bed slope. Comparison of friction factors reveals that values in a wide rectangular channel could be as much as 45% greater than in a narrow rectangular section, and as much as 25% greater than in a compound section of the same overall width. The findings show the danger of ignoring shape effects in open channels, and underline the need for a systematic investigation of their influence on discharge capacity.
    • Download: (307.7Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Influence of Geometry on Discharge Capacity of Open Channels

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/23472
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorW. Robert C. Myers
    date accessioned2017-05-08T20:41:08Z
    date available2017-05-08T20:41:08Z
    date copyrightMay 1991
    date issued1991
    identifier other%28asce%290733-9429%281991%29117%3A5%28676%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23472
    description abstractAn experimental investigation of the influence of cross-sectional geometry on the discharge capacity of rectangular and compound channels is presented. It is found that a wide rectangular channel carries as much as 80% less than a narrow rectangular shape, and as much as 25% less than a compound shape of the same overall width, for the same cross-sectional area, and bed slope. Comparison of friction factors reveals that values in a wide rectangular channel could be as much as 45% greater than in a narrow rectangular section, and as much as 25% greater than in a compound section of the same overall width. The findings show the danger of ignoring shape effects in open channels, and underline the need for a systematic investigation of their influence on discharge capacity.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Geometry on Discharge Capacity of Open Channels
    typeJournal Paper
    journal volume117
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1991)117:5(676)
    treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 005
    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