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

    Ultimate Bed Slope in Calabrian Streams Upstream of Check Dams: Field Study

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author:
    Paolo Porto
    ,
    Johannes Gessler
    DOI: 10.1061/(ASCE)0733-9429(1999)125:12(1231)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a number of proposed criteria are analyzed that predict the ultimate equilibrium bed slope in streams upstream of a check dam. The analysis is based on a comprehensive data set that includes 132 reaches in streams located in southern Italy. The results of this study show that the procedures suggested by Ferro et al. and Julien and Wargadalam do not lead to satisfactory results. Better predictions of the ultimate bed slope are achieved using the criterion suggested by Gessler, which is based on the stochastic analysis of incipient motion in nonuniform bed material. This analysis is based on a design discharge corresponding to a return period of 1.2 years and accounts for the armoring process at the bed surface. The procedure allows an estimate of the equilibrium slope of a nonhomogeneous bed material.
    • Download: (263.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Ultimate Bed Slope in Calabrian Streams Upstream of Check Dams: Field Study

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24753
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorPaolo Porto
    contributor authorJohannes Gessler
    date accessioned2017-05-08T20:43:21Z
    date available2017-05-08T20:43:21Z
    date copyrightDecember 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A12%281231%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24753
    description abstractIn this paper a number of proposed criteria are analyzed that predict the ultimate equilibrium bed slope in streams upstream of a check dam. The analysis is based on a comprehensive data set that includes 132 reaches in streams located in southern Italy. The results of this study show that the procedures suggested by Ferro et al. and Julien and Wargadalam do not lead to satisfactory results. Better predictions of the ultimate bed slope are achieved using the criterion suggested by Gessler, which is based on the stochastic analysis of incipient motion in nonuniform bed material. This analysis is based on a design discharge corresponding to a return period of 1.2 years and accounts for the armoring process at the bed surface. The procedure allows an estimate of the equilibrium slope of a nonhomogeneous bed material.
    publisherAmerican Society of Civil Engineers
    titleUltimate Bed Slope in Calabrian Streams Upstream of Check Dams: Field Study
    typeJournal Paper
    journal volume125
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:12(1231)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;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