TECHNICAL PAPERS
Sep 15, 2003

Two-Dimensional Simulation Model for Contour Basin Layouts in Southeast Australia. I: Rectangular Basins

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Publication: Journal of Irrigation and Drainage Engineering
Volume 129, Issue 5

Abstract

Contour 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.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 129Issue 5October 2003
Pages: 305 - 316

History

Received: Nov 27, 2001
Accepted: Jan 8, 2003
Published online: Sep 15, 2003
Published in print: Oct 2003

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Authors

Affiliations

Manoj Khanna
Senior Scientist, Water Technology Centre, Indian Agricultural Research Institute, New Delhi 110012, India.
Hector M. Malano, A.M.ASCE
Associate Professor, Dept. of Civil & Environmental Engineering, University of Melbourne, Victoria 3010, Australia.
John D. Fenton
Professor, Dept. of Civil & Environmental Engineering, Univ. of Melbourne, Victoria 3010, Australia.
Hugh Turral
Senior Researcher, International Water Management Institute, P.O. Box 2075, Colombo, Sri Lanka.

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