TECHNICAL PAPERS
Mar 1, 1993

Identification of Furrow Intake Parameters from Advance Times and Rates

Publication: Journal of Irrigation and Drainage Engineering
Volume 119, Issue 2

Abstract

This paper analyzes the convergence of a numerical model for the quantification of lumped furrow infiltration parameters. The model minimizes the squared difference of observed and model‐predicted advance times as a function of distance. An alternative objective function was formulated in terms of velocity of the advancing wave. Predicted values were obtained with a hydrodynamic irrigation model with wetted‐perimeter‐dependent infiltration. Solutions were computed with the Marquardt method. The three parameters of the empirical extended Kostiakov equation were estimated when nonuniformity of infiltration was the only source of variability in the advance curve. Faster convergence and larger radius of convergence resulted from fitting velocities rather than advance times. Measurement errors and system perturbations impeded the simultaneous identification of three parameters, while computation of two coefficients from highly variable velocities required the application of weighted least squares. Similar parameters were obtained from few or many observations, but convergence improved with smaller data sets.

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References

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 119Issue 2March 1993
Pages: 295 - 311

History

Received: Oct 1, 1991
Published online: Mar 1, 1993
Published in print: Mar 1993

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Authors

Affiliations

E. Bautista
Postdoctoral Res., U.S. Water Conservation Lab., 4331 E. Broadway Rd., Phoenix, AZ 85040
Formerly, Grad. Student, Dept. of Agric. Engrg., Univ. of California, Davis, CA 95616
W. W. Wallender
Prof., Depts. of Agric. Engrg. and Land, Air, and Water Resour., Univ. of California, Davis, CA

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