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

    Shock Fitting of Aggradational Profiles Due to Backwater

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author:
    Rollin H. Hotchkiss
    ,
    Gary Parker
    DOI: 10.1061/(ASCE)0733-9429(1991)117:9(1129)
    Publisher: American Society of Civil Engineers
    Abstract: Depositional deltas form in the headwaters of most reservoirs. The deltas are characterized by a developing foreset slope that eventually approaches the submerged angle of repose. Deltas extend both upstream and downstream; downstream growth seriously depletes reservoir storage, while upstream evolution raises local ground‐water levels and increases flood frequency. Flow separates as it passes downstream over the delta lip into the deeper part of the reservoir. Because of this flow separation and attendant recirculation, traditional finite difference modeling approaches are invalid near the steep foreset slope and cannot model delta growth accurately. A method of numerically fitting a vertical shock face to the evolving delta is developed and illustrated. Conditions upstream of the shock are described with the traditional St. Venant equations; downstream conditions are constant. A one‐dimensional mobile‐bed computer model is developed and compared to a simulated reservoir in a laboratory flume. The simulated delta closely matches the growth and propagation rate of the observed delta.
    • Download: (862.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Shock Fitting of Aggradational Profiles Due to Backwater

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/23527
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorRollin H. Hotchkiss
    contributor authorGary Parker
    date accessioned2017-05-08T20:41:15Z
    date available2017-05-08T20:41:15Z
    date copyrightSeptember 1991
    date issued1991
    identifier other%28asce%290733-9429%281991%29117%3A9%281129%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23527
    description abstractDepositional deltas form in the headwaters of most reservoirs. The deltas are characterized by a developing foreset slope that eventually approaches the submerged angle of repose. Deltas extend both upstream and downstream; downstream growth seriously depletes reservoir storage, while upstream evolution raises local ground‐water levels and increases flood frequency. Flow separates as it passes downstream over the delta lip into the deeper part of the reservoir. Because of this flow separation and attendant recirculation, traditional finite difference modeling approaches are invalid near the steep foreset slope and cannot model delta growth accurately. A method of numerically fitting a vertical shock face to the evolving delta is developed and illustrated. Conditions upstream of the shock are described with the traditional St. Venant equations; downstream conditions are constant. A one‐dimensional mobile‐bed computer model is developed and compared to a simulated reservoir in a laboratory flume. The simulated delta closely matches the growth and propagation rate of the observed delta.
    publisherAmerican Society of Civil Engineers
    titleShock Fitting of Aggradational Profiles Due to Backwater
    typeJournal Paper
    journal volume117
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1991)117:9(1129)
    treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 009
    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