TECHNICAL PAPERS
Dec 1, 1989

Analytical Model for Border Irrigation

Publication: Journal of Irrigation and Drainage Engineering
Volume 115, Issue 6

Abstract

This study develops a simple analytical model, using the volume balance approach, to simulate all phases of border irrigation. The surface and subsurface flow profiles in the advance phase are assumed to be of parabolic shape, and their coefficients are determined by conditions in the gradually varied flow region, rather than in the rapidly varied flow region near the advance front. The recession phases are simulated by using a simple iterative method based on Strelkoff´s assumption, taking into account time‐varying infiltration. Only one observed data set was used to calibrate the model, and 29 different observed data sets were used to verify the model. A comparison with some existing models shows that the model is simpler, more accurate (with less than 7% prediction error for all phases of the 29 test borders), and easier to apply.

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References

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Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 115Issue 6December 1989
Pages: 982 - 999

History

Published online: Dec 1, 1989
Published in print: Dec 1989

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Authors

Affiliations

Fang X. Yu
Grad. Res. Asst., Dept. of Civ. Engrg., Louisiana State Univ., Baton Rouge, LA 70803‐6405
Vijay P. Singh, Member, ASCE
Prof. and Coordinator, Water Resour. Program, Dept. of Civ. Engrg., Louisiana State Univ., Baton Rouge, LA

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