TECHNICAL NOTES
May 15, 2003

Evaluation of Various Surface Irrigation Numerical Simulation Models

Publication: Journal of Irrigation and Drainage Engineering
Volume 129, Issue 3

Abstract

In this study, a zero-inertia model (ZIMOD) is presented to simulate all phases of border and furrow irrigation systems. The governing equations were discretized using a control volume of moving cells, by procedures reported in the literature for borders and for furrows. Later, the discretized equations were linearized by applying a Taylor series expansion according to the Newton-Raphson procedure, and then the algebraic linearized equations were iteratively solved using the Gaussian elimination technique. The ZIMOD was verified against several field experimental data and output of various numerical models in the SIRMOD package. Computational times, errors in predicting advance and recession trajectories, and estimated runoff and infiltrated volumes were compared. All models used in the comparative analysis predicted the advance and recession times and the infiltrated and runoff volumes satisfactory. However, models in the SIRMOD package were computationally faster than ZIMOD.

Get full access to this article

View all available purchase options and get full access to this article.

References

Abbasi, F. (1994). “Use of the mathematical models for design of border irrigation systems.” MS thesis, Tarbiat Modarres University, Tehran, Iran.
Abbasi, F., Jolaini, M., Moayrei, M., Rezaee, H. T., and Shooshtari, M. M. (1999). “Development of a mathematical model to evaluate and design surface irrigation systems.” Technical Rep. No. 122, Iranian Agricultural Engineering Research Institute, Karaj, Iran (in Persian).
Gerald, C. F., and Wheatley, P. O. (1989). Applied numerical analysis, Addison-Wesley, Reading, Mass.
Elliot, R. L., and Walker, W. R.(1982). “Field evaluation of furrow infiltration and advance functions.” Trans. ASAE, 25(2), 396–400.
Elliot, R. L., Walker, W. R., and Skogerboe, G. V.(1982). “Zero-inertia modeling of furrow irrigation advance.” J. Irrig. Drain. Div., 108(3), 179–195.
Jaynes, D. B.(1986). “Simple model of border irrigation.” J. Irrig. Drain. Eng., 112(2), 172–184.
Katapodes, N. D. (1974). “Shallow water equations at low Froude numbers.” MS thesis, University of California, Davis, Calif.
Kay, M.(1990). “Recent developments for improving water management in surface irrigation and overhead irrigation.” Agric. Water Manage., 17, 7–23.
Liggett, J. A., and Cunge, J. A. (1975). Numerical methods of solution of the unsteady flow equations, Vol. 1, Water Resources Publications, Fort Collins, Colo.
Merriam, J. L. (1977). Efficient irrigation, California Polytechnic and State University, San Luis Obisgo, Calif.
Oweis, T. Y. (1983). “Surge flow furrow irrigation hydraulics with zero-inertia.” PhD thesis, Utah State University, Logan, Utah.
Rayej, M., and Wallender, W. W.(1985). “Furrow irrigation simulation time reduction.” J. Irrig. Drain. Eng., 111(2), 134–146.
Strelkoff, T. (1972). “Prediction of increases in surface-irrigation efficiencies.” Proc., National Water Resources Meeting, ASCE, New York.
Strelkoff, T., and Katapodes, N. D.(1977). “Border irrigation hydraulics with zero-inertia.” J. Irrig. Drain. Div., 103(3), 325–342.
Utah State University. (1989). SIRMOD: Surface irrigation simulation software user’s guide, Logan, Utah.
Walker, W. R., and Humpherys, A. S.(1983). “Kinematic-wave furrow irrigation model.” J. Irrig. Drain. Eng., 109(4), 377–392.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 129Issue 3June 2003
Pages: 208 - 213

History

Received: Aug 16, 2000
Accepted: Aug 8, 2002
Published online: May 15, 2003
Published in print: Jun 2003

Permissions

Request permissions for this article.

Authors

Affiliations

Fariborz Abbasi
Institute for Land and Water Management, Katholieke Univ. Leuven, Belgium; Vital Decosterstraat 102, 3000-Leuven, Belgium.
Mohammad Mahmodian Shooshtari
Professor, Faculty of Engineering, Shahid Chamran Univ., Ahvaz, Iran.
Jan Feyen
Professor, Institute for Land and Water Management, Katholieke Univ. Leuven, Belgium; Vital Decosterstraat 102, 3000-Leuven, Belgium.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share