TECHNICAL PAPERS
Sep 1, 1994

Two‐Dimensional Simulation of Basin Irrigation. II: Applications

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Publication: Journal of Irrigation and Drainage Engineering
Volume 120, Issue 5

Abstract

The development of a two‐dimensional hydrodynamic simulation model of basin irrigation is reported in a companion paper. This article presents four applications of the model. Two hypothetical case studies are used to illustrate the ability of the model to accommodate multiple inflows and irregular field shapes including internal high spots. The model is applied to study the effect of field shape on irrigation performance. The particular case of a rectangular basin irrigated from a corner is considered. Results show that one‐dimensional models can underestimate the time of advance by up to 20%. Finally, the model is applied to explore the effects of spatially varied infiltration on irrigation performance. A series of infiltration observation points is used to estimate the infiltration rate in unmeasured locations. The model is used to simulate a hypothetical case study involving the design of a square level‐basin irrigation field with spatially varied infiltration irrigated from a corner. Results show that irrigation performance changes dramatically with the location of the corner inflow.

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References

1.
Clemmens, A. J. (1986). “Border irrigation uniformity: combined effects of infiltration.” Trans. of ASAE, 29(5), 1314–1319.
2.
Clemmens, A. J., Strelkoff, T., and Dedrick, A. R. (1981). “Development of solutions for level‐basin design.” J. Irrig. Drain. Div., ASCE, 107(3), 265–279.
3.
“Furrow irrigation.” (1979). National engineering handbook, Section 15, Chapter 5. U.S. Government Printing Office, Washington, D.C.
4.
Gharbi, A. (1984). “Effect of flow fluctuations on free‐draining and sloping furrow and border irrigation systems,” M.S. thesis, Utah State Univ., Logan, Utah.
5.
Playán, E. (1992). “Two‐dimensional hydrodynamic simulation of basin irrigation: analysis of field shape effects on irrigation performance,” PhD thesis, Utah State Univ., Logan, Utah.
6.
Playán, E., Walker, W. R., and Merkley, G. P. (1994). “Two‐dimensional simulation of basin irrigation. I: theory.” J. Irrig. Drain. Engrg., ASCE, 120(5), 837–856.
7.
Walker, W. R. (1989). “Guidelines for designing and evaluating surface irrigation systems.” FAO irrigation and drainage paper 45. Food and Agriculture Organization of the United Nations, Rome, Italy.
8.
Wattenburger, P. L., and Clyma, W. (1989). “Level basin design and management in the absence of water control part I: evaluation of completion‐of‐advance irrigation.” Trans., of ASAE, 32(3), 838–843.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 120Issue 5September 1994
Pages: 857 - 870

History

Received: Nov 19, 1992
Published online: Sep 1, 1994
Published in print: Sep 1994

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Authors

Affiliations

E. Playán
Res., Dept. of Soils and Irrig., Servicio de Investigación Agraria—D. G. A., Apdo. 727, 50080 Zaragoza, Spain
W. R. Walker, Member, ASCE
Prof., Dept. of Biol. and Irrig. Engrg., Utah State Univ., Logan, UT 84322‐4105
G. P. Merkley, Member, ASCE
Res. Asst. Prof., Dept. of Biol. and Irrig. Engrg., Utah State Univ., Logan, UT

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