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contributor authorZohrab Samani
contributor authorAli Cheraghi
contributor authorLyman Willardson
date accessioned2017-05-08T20:47:03Z
date available2017-05-08T20:47:03Z
date copyrightJune 1989
date issued1989
identifier other%28asce%290733-9437%281989%29115%3A3%28449%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27045
description abstractThe water movement in layered soils where fine‐textured soil overlays a coarse textured soil has become very important in recent years due to its effect on the movement of pollutants and the distance to which water can percolate in a short time. Previous experiences have shown that when the sublayer is more pervious than the top layer, the wetting front becomes unstable through the second layer and water moves in the form of separate columns rather than uniform unsaturated flow. The purpose of this research was to determine the ratio of hydraulic conductivities at which the wetting front loses its one‐dimensionality and breaks into “fingers.” The result showed that up to a hydraulic conductivity ratio of 20, the wetting front is one‐dimensional and movement through the second layer is unsaturated. When the hydraulic conductivity ratio exceeds the value of 20, the wetting front loses its one‐dimensionality and the water moves through the second layer in the form of wet columns called “fingers.” While previous experiences have shown that an increase in initial moisture content will reduce the instability of the wetting front, the increase in hydraulic conductivity ratio increases the instability. This may explain the formation of fingers in initially wet layered soils. The experiments described herein were conducted on air‐dry soils. In soils with higher initial moisture content, the wetting front could remain stable at hydraulic conductivity ratios higher than 20.
publisherAmerican Society of Civil Engineers
titleWater Movement in Horizontally Layered Soils
typeJournal Paper
journal volume115
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1989)115:3(449)
treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 003
contenttypeFulltext


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