TECHNICAL PAPERS
Mar 1, 1994

Simple Method for Identification of Border Infiltration and Roughness Characteristics

Publication: Journal of Irrigation and Drainage Engineering
Volume 120, Issue 2

Abstract

Roughness and infiltration parameters in border irrigation are evaluated with reasonable accuracy and simplicity by iterative analysis of advance‐trajectory data and surface‐depth measurements at a station at or near the inlet end of a border. Approximate estimates of the parameters obtained by simple algebraic equations are successively corrected with the aid of an exact solution (zero‐inertia simulation). Numerical experiments are performed to gage the limitations of the method, particularly as regards necessary uniqueness. Results indicate that nonuniqueness is not a problem for the present method. Rate of convergence of the method is significantly greater than that of other methods, based on gradient optimization techniques. Thus, even expensive‐to‐run, but highly accurate, surface irrigation models (i.e. full‐dynamic models) can be used to solve the direct physical problem. The method is also applied to a field border‐irrigation test.

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References

1.
Bassett, D. L., Fangmeier, D. D., and Strelkoff, T. (1983). “Hydraulics of surface irrigation.” Design and operation of farm irrigation systems, ASAE Monograph #3, M. E. Jensen, ed., American Society of Agricultural Engineers, St. Joseph, Mich., 445–498.
2.
DeTar, W. R. (1989). “Infiltration function from furrow stream advance.” J. Irrig. and Drain. Engrg., ASCE, 115(4), 722–730.
3.
Draper, N. R., and Smith, H. (1981). Applied regression analysis, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y.
4.
Elliot, R. L., and Walker, W. R. (1980). “Furrow infiltration and advance function.” ASAE Paper No 80‐2075, American Society of Agricultural Engineers, St. Joseph, Mich.
5.
Katopodes, N. D. (1990). “Observability of surface irrigation advance.” J. Irrig. and Drain. Engrg., ASCE, 116(5), 656–675.
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Katopodes, N. D., Tang, J. H., and Clemmens, A. J. (1990). “Estimation of surface irrigation parameters.” J. Irrig. and Drain. Engrg., ASCE, 116(5), 676–695.
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Roth, R. L., Fonken, D. W., Fangmeier, D. D., and Atchison, K. T. (1974). “Data for border irrigation models.” Trans. ASCE, 17(1), 157–161.
8.
Smerdon, E. T., Blair, A. W., and Reddell, D. L. (1988). “Infiltration from irrigation advance. I: Theory.” J. Irrig. and Drain. Engrg., ASCE, 114(1), 4–17.
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Strelkoff, T., and Katopodes, N. D. (1977). “Border irrigation hydraulics with zero‐inertia.” J. Irrig. and Drain. Div., ASCE, 103(3), 325–342.
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Valiantzas, J. D., and Kerkides, P. G. (1990). “A simple iterative method for the simultaneous determination of soil hydraulics properties from one‐step outflow data.” Water Resour. Res., 26(1), 143–152.
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Walker, W. R., and Busman, J. D. (1990). “Real‐time estimation of furrow infiltration.” J. Irrig. and Drain. Engrg., ASCE, 116(3), 299–318.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 120Issue 2March 1994
Pages: 233 - 249

History

Received: Jan 31, 1992
Published online: Mar 1, 1994
Published in print: Mar 1994

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Authors

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John D. Valiantzas
Asst. Prof., Lab. of Agric. Hydr., Agric. Univ. of Athens, 75, Iera Odos, 11855 Athens, Greece

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