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contributor authorManoj Khanna
contributor authorHector M. Malano
contributor authorJohn D. Fenton
contributor authorHugh Turral
date accessioned2017-05-08T20:49:22Z
date available2017-05-08T20:49:22Z
date copyrightOctober 2003
date issued2003
identifier other%28asce%290733-9437%282003%29129%3A5%28305%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28202
description abstractContour basin irrigation layouts are used to irrigate rice and other cereal crops on heavy cracking soils in Southeast Australia. In this study, a physically based two-dimensional simulation model that incorporates all the features of contour basin irrigation systems is developed. The model’s governing equations are based on a zero-inertia approximation to the two-dimensional shallow water equations of motion. The equations of motion are transformed into a single nonlinear advection–diffusion equation in which the friction force is described by Manning’s formula. The empirical Kostiakov equation and the quasi-analytical Parlange equation are used to model the infiltration process. The governing equations are solved by using a split-operator approach. The numerical procedure described here is capable of modeling rectangular basins; a procedure for irregular shaped basins is presented in Paper II. The model was validated against field data collected on commercial lasered contour layouts.
publisherAmerican Society of Civil Engineers
titleTwo-Dimensional Simulation Model for Contour Basin Layouts in Southeast Australia. I: Rectangular Basins
typeJournal Paper
journal volume129
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2003)129:5(305)
treeJournal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 005
contenttypeFulltext


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