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contributor authorD. R. Mailapalli
contributor authorR. Singh
contributor authorN. S. Raghuwanshi
date accessioned2017-05-08T21:52:31Z
date available2017-05-08T21:52:31Z
date copyrightDecember 2009
date issued2009
identifier other%28asce%29ir%2E1943-4774%2E0000113.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64968
description abstractResearchers developed several mathematical models for simulating furrow irrigation using the Saint-Venant equations. Most of these irrigation models use numerical techniques to solve these equations, which in general, require extensive programming and computational skills. Moreover, several of these models consider uniform soil and use empirical equations for modeling infiltration. In this article, a physically based furrow irrigation model was presented for simulating flow in irrigated furrows under both uniform and layered soils. The model consisted of an overland flow and an infiltration module that are modeled using analytical solution of the zero-inertia and the Green and Ampt [one-dimensional and two-dimensional infiltration equations) equations, respectively. Furthermore, the infiltration was also modeled using the Kostiakov-Lewis infiltration equation. The model considered all possible furrow shapes and included graphical user interface. The developed model was evaluated using the field data and the model performance was discussed in the second part of the article.
publisherAmerican Society of Civil Engineers
titlePhysically Based Model for Simulating Flow in Furrow Irrigation. I: Model Development
typeJournal Paper
journal volume135
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000086
treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 006
contenttypeFulltext


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