Chapter
Apr 26, 2012
Two-Dimensional Simulation Model for Contour Basin Layouts in South East Australia
Authors: Manoj Khanna, John D. Fenton, Hector M. Malano, and Hugh TurralAuthor Affiliations
Publication: Watershed Management and Operations Management 2000
Abstract
Contour basin irrigation layouts are used to irrigate rice and other cereal crops on heavy cracking soils in South East Australia. In the present 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 long wave equations of motion. The equations of motion are transformed into a single non-linear 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 is capable of accommodating multiple interconnected basins as used in typical commercial layouts. The model was verified against field data collected on commercial lasered contour layouts.
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© 2000 American Society of Civil Engineering.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Agriculture
- Basins
- Bodies of water (by type)
- Continuum mechanics
- Crops
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Equations of motion
- Irrigation
- Irrigation engineering
- Irrigation systems
- Models (by type)
- Simulation models
- Solid mechanics
- Two-dimensional models
- Water and water resources
- Water management
- Wave equations
- Waves (mechanics)
Authors
Affiliations
Manoj Khanna
Department of Civil & Environmental Engineering, University of Melbourne, Parkville, Victoria 3052, Australia
John D. Fenton
Department of Civil & Environmental Engineering, University of Melbourne, Parkville, Victoria 3052, Australia
Hector M. Malano
Department of Civil & Environmental Engineering, University of Melbourne, Parkville, Victoria 3052, Australia
Hugh Turral
Department of Civil & Environmental Engineering, University of Melbourne, Parkville, Victoria 3052, Australia
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