TECHNICAL PAPERS
Feb 1, 1988

Analytical Solutions for Surface Irrigation. I: Constant Infiltration Rate

Publication: Journal of Irrigation and Drainage Engineering
Volume 114, Issue 1

Abstract

The general problem of advance and recession of irrigation water on an initially dry surface is formulated using the kinematic‐wave theory. In this part of the study, the infiltration rate is assumed constant in time and space. Analytical solutions for the advance and recession are used to derive expressions for volumes in surface storage and cumulative volumes of infiltration and runoff during all phases of one irrigation cycle. This comprehensive analytical model is then tested using field data. Its usefulness and limitations are discussed.

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References

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Bassett, D. L. (1972). “A mathematical model of water advance in border irrigation.” ASAE Trans. 15(5), 992–995.
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Turbak, A. S., and Morel‐Seytoux, H. J. (1988). “Analytical solutions for surface irrigation. II: Variable infiltration rate.” J. Irrig. and Drain. Engrg., ASCE, 114(1).
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Turbak, A. S. (1983). “Kinematic‐Wave volume balance models applied to surface irrigation systems,” thesis presented to the Colorado State University, Fort Collins, Colo., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 114Issue 1February 1988
Pages: 31 - 47

History

Published online: Feb 1, 1988
Published in print: Feb 1988

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Authors

Affiliations

Abdulaziz S. Turbak
Asst. Prof., Civ. Engrg. Dept., King Saud Univ., Riyadh, Saudi Arabia
Hubert J. Morel‐Seytoux
Prof., Civ. Engrg. Dept., Colorado State Univ., Fort Collins, CO

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