TECHNICAL PAPERS
May 1, 1994

Furrow Advance‐Rate Solution for Stochastic Infiltration Properties

Publication: Journal of Irrigation and Drainage Engineering
Volume 120, Issue 3

Abstract

A flow‐balance equation of surface irrigation is used to solve, section by section, the advance problem on heterogeneous soils. The advance‐linear‐velocity (ALIVE) solution as a function of time is a sum of exponential terms. Within a section, the properties are uniform, and two linear relationships between the advance rate x(t) and the distance x(t) result. The inverse problem is solved step by step, identifying the Horton infiltration law of the studied section from the record of the velocity and the knowledge of the infiltration in the previous sections. Theoretical examples and field experiments are compared. When applying a standard evaluation approach, assuming a uniform infiltration function to an heterogeneous soil misleading results can occur. Perturbations in the advance rate can lead to an incorrect infiltration function when using either the standard ALIVE or Kostiakov‐based hydrologic models. However, a nonstandard ALIVE procedure is feasible since the distinction between the sections having different infiltration properties can be detected. To apply the velocity analysis, a high density of advance points is required.

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References

1.
Bautista, E., and Wallender, W. W. (1985). “Spatial variability of infiltration in furrow.” Trans., Agricultural Society of Agricultural Engineers, 28(6), 1846–1851.
2.
Childs, J. L., Wallender, W. W., and Hopmans, J. W. (1993). “Spatial and seasonal variation of furrow irrigation.” J. Irrig. and Drain. Engrg., ASCE, 119(1), 74–90.
3.
Elliott, R. L., and Walker, W. R. (1982). “Field evaluation of furrow irrigation and advance functions.” Trans., American Society of Agricultural Engineers, 21(4); 396–400.
4.
Lewis, M. R., and Milne, W. E. (1938). “Analysis of border irrigation.” Agric. Engrg., 19(6), 267–272.
5.
Philip, J. R., and Farrell, D. A. (1964). “General solution of the infiltration‐advance problem in irrigation hydraulics.” J. Geophys. Res., 69(4), 621–631.
6.
Renault, D. (1991). “Modelisation hydrologique en irrigation de surface,” PhD dissertation, Universite Montpellier, at Montpellier, France.
7.
Renault, D., and Wallender, W. W. (1991). ALIVE advance linear velocity: Horton infiltration law from field water advance rate.” Trans., American Society of Agricultural Engineers, 34(4), 1706–1714.
8.
Renault, D., and Wallender, W. W. (1992). “ALIVE (advance linear velocity): Surface irrigation rate balance theory.” J. Irrig. and Drain. Engrg., ASCE, 118(1), 138–155.
9.
Tarboton, K. C., and Wallender, W. W. (1989). “Field‐wide furrow irrigation variability.” Trans., American Society of Agricultural Engineers, 32(3), 913–918.
10.
Wallender, W. W., Hopmans, J. W., and Shepard, J. S. (1992). “Field‐wide infiltration with the one‐point method.” ASAE Paper No. 92‐2086. American Society of Agricultural Engineers, St. Joseph, Mich.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 120Issue 3May 1994
Pages: 617 - 633

History

Received: Sep 16, 1992
Published online: May 1, 1994
Published in print: May 1994

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Authors

Affiliations

D. Renault
Irrig. Engr., Ecole Nationale du Genie Rural, des Eaux et des Forets, B.P. 5093, 34033 Montpellier, France
W. W. Wallender
Prof., Depts. of Land, Air and Water Resour. and of Biological Agric. Engrg., Univ. of California, Davis, Veihmeyer Hall, Davis, CA 95616‐8628

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