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contributor authorH. C. Sharma
contributor authorP. N. Kapoor
contributor authorH. S. Chauhan
date accessioned2017-05-08T20:49:00Z
date available2017-05-08T20:49:00Z
date copyrightJanuary 2000
date issued2000
identifier other%28asce%290733-9437%282000%29126%3A1%2814%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27947
description abstractThe analytical solution to the problem of transient drainage without replenishment for a two-layered soil, by applying Girinsky's potential, has been presented. The effect of various parameters on drainage has been evaluated, and a set of relationships has been developed that may help in the design of drainage in layered soils. The proposed analytical solutions have been experimentally investigated on a vertical Hele-Shaw model in which the two-layered soil conditions were simulated. The comparison of results of proposed analytical solutions with the experimentally observed ones in the Hele-Shaw model showed that the experimentally observed and predicted midpoint water tables were found to be in good agreement for the entire duration of the experiment. The proposed theoretical model may be utilized for transient design of a drainage system in a two-layered soil.
publisherAmerican Society of Civil Engineers
titleTransient Ditch Drainage of Two-Layered Soil
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2000)126:1(14)
treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
contenttypeFulltext


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