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contributor authorM. M. Nour el‐Din
contributor authorI. P. King
contributor authorK. K. Tanji
date accessioned2017-05-08T20:46:49Z
date available2017-05-08T20:46:49Z
date copyrightNovember 1987
date issued1987
identifier other%28asce%290733-9437%281987%29113%3A4%28454%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26914
description abstractA finite element model to simulate salt flow and underdrainage for shallow water table conditions (presented in Part 1) is used to simulate two illustrative cases. The first case involves a one‐dimensional problem in which cotton is growing under conditions typical of the San Joaquin Valley of California. The second case involves a two‐dimensional problem with a tile drain collecting excess water and salts from the root zone. The latter case evaluates the quantity of salts leached from the field through several drain diameters. The model is capable of handling a wide variety of problems that often need scientific assessment, including salinity control and drainage.
publisherAmerican Society of Civil Engineers
titleSalinity Management Model: II. 1‐ and 2‐D Applications
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1987)113:4(454)
treeJournal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 004
contenttypeFulltext


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