Capillary Fringe and Unsaturated Flow in a Porous Reservoir BankSource: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 005Author: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.
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| contributor author | A. R. Kacimov | |
| date accessioned | 2017-05-08T20:49:29Z | |
| date available | 2017-05-08T20:49:29Z | |
| date copyright | October 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9437%282004%29130%3A5%28403%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28288 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Capillary Fringe and Unsaturated Flow in a Porous Reservoir Bank | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 5 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(2004)130:5(403) | |
| tree | Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 005 | |
| contenttype | Fulltext |