YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Irrigation and Drainage Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Irrigation and Drainage 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

    Capillary Fringe and Unsaturated Flow in a Porous Reservoir Bank

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author:
    A. R. Kacimov
    DOI: 10.1061/(ASCE)0733-9437(2004)130:5(403)
    Publisher: American Society of Civil Engineers
    Abstract: Steady, 2D Darcian seepage from a zero-depth reservoir into a homogeneous porous bank is studied analytically. Using the Green-Ampt assumption for hydraulic conductivity as a function of pressure and the Vedernikov model for the tension-saturated zone, a free boundary problem with the capillary fringe spread along the bank surface is solved. Accurate direct calculations are made for the extent of the capillary rise along a vertical and horizontal bank. Unsaturated flow from a vertical phreatic surface into a bank with either an impermeable or isobaric vertical soil slope is analyzed in terms of the Philip model. Explicit expressions for the Darcian velocity components, stream function, and/or Kirchhoff potential are presented. The flow topology and characteristics are shown to depend strongly on the boundary condition at the soil surface.
    • Download: (124.9Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Capillary Fringe and Unsaturated Flow in a Porous Reservoir Bank

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28288
    Collections
    • Journal of Irrigation and Drainage Engineering

    Show full item record

    contributor authorA. R. Kacimov
    date accessioned2017-05-08T20:49:29Z
    date available2017-05-08T20:49:29Z
    date copyrightOctober 2004
    date issued2004
    identifier other%28asce%290733-9437%282004%29130%3A5%28403%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28288
    description abstractSteady, 2D Darcian seepage from a zero-depth reservoir into a homogeneous porous bank is studied analytically. Using the Green-Ampt assumption for hydraulic conductivity as a function of pressure and the Vedernikov model for the tension-saturated zone, a free boundary problem with the capillary fringe spread along the bank surface is solved. Accurate direct calculations are made for the extent of the capillary rise along a vertical and horizontal bank. Unsaturated flow from a vertical phreatic surface into a bank with either an impermeable or isobaric vertical soil slope is analyzed in terms of the Philip model. Explicit expressions for the Darcian velocity components, stream function, and/or Kirchhoff potential are presented. The flow topology and characteristics are shown to depend strongly on the boundary condition at the soil surface.
    publisherAmerican Society of Civil Engineers
    titleCapillary Fringe and Unsaturated Flow in a Porous Reservoir Bank
    typeJournal Paper
    journal volume130
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2004)130:5(403)
    treeJournal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;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