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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


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