TECHNICAL PAPERS
Jan 1, 1995

Intake Parameters from Advance and Wetting Phases of Surface Irrigation

Publication: Journal of Irrigation and Drainage Engineering
Volume 121, Issue 1

Abstract

A volume balance approach to determine the parameters of the Kostiakov or modified Kostiakov infiltration equations in border and furrow irrigation is presented. The approach requires measured data from the advance phase, the postadvance (wetting) phase, or both, resulting in three different procedures to characterize infiltration. Using the entire field length the procedures provide infiltration parameters that are more representative of an actual irrigation. The volume balance computation performed by the end of the wetting phase makes it possible to determine the accuracy of each equation that can represent the infiltration process for a particular application. Inflow discharge, water front advance, average flow cross-sectional area, and outflow discharge are the required field data. Several mathematical approximations are suggested in order to simplify the field work and the amount of computation. The use of empirical factors to improve data fitting is discussed. By providing irrigation system performance information during an irrigation, this procedure can be easily adapted to guide decisions during real-time operation.

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References

1.
Abramowitz, M., and Stegun, I. (1972). Handbook of mathematical functions, 9th ed., Dover Publications, Inc., New York, N.Y.
2.
Bautista, E., and Wallender, W. W.(1985). “Spatial variability of infiltration in furrows.”Trans. Am. Soc. Agric. Engrs., 28(6), 1846–1855.
3.
Blair, A. W., and Reddell, D. (1987). “Evaluation of empirical infiltration equations for blocked furrow infiltrometers.”ASAE Paper No. 83-2521, Am. Soc. of Agric. Engrs., St. Joseph, Mich.
4.
Blair, A. W., and Smerdon, E. T.(1987). “Modeling surge irrigation infiltration.”J. Irrig. and Drain. Engrg., ASCE, 113(4), 497–515.
5.
Clemmens, A. J. (1983). “Infiltration equations for border irrigation models.”Proc., Nat. Conf. on Adv. in Infiltration, Am. Soc. of Agric. Engrs., St. Joseph, Mich., 266–274.
6.
Clemmens, A. J.(1991). “Direct solution to surface irrigation advance inverse problem.”J. Irrig. and Drain, Engrg., ASCE, 117(4), 578–594.
7.
Christiansen, J. E., Bishop A. A., Kiefer, and F. W. Jr., and Fok(1966). “Evaluation of intake rate constants as related to advance of water in surface irrigation.”Trans. Am. Soc. Agric. Engrs., 9(5), 671–674.
8.
DeTar, W. R.(1989). “Infiltration function from furrow stream advance.”J. Irrig. and Drain. Engrg., ASCE, 115(4), 722–730.
9.
Elliott, R. L., and Eisenhauer, D. E. (1983). “Volume balance techniques for measuring infiltration in surface irrigation.”ASAE Paper No. 83-2520, Am. Soc. Agric. Engrs., St. Joseph, Mich.
10.
Elliott, R. L., and Walker, W. R.(1982). “Field evaluation of furrow infiltration and advance data.”Trans. Am. Soc. Agric. Engrs., 25(2), 396–400.
11.
Elliott, R. L., Walker, W. R., and Skogerboe, G. V.(1983). “Infiltration parameters from furrow advance data.”Trans. Am. Soc. Agric. Engrs., 26(5), 1726–1731.
12.
Fangmeier, D. D., and Ramsey, M. K.(1978). “Intake characteristics of irrigation furrows.”Trans. Am. Soc. Agric. Engrs., 21(4), 696–705.
13.
Hart, W. E., Bassett, D. L., and Strelkoff, T.(1968). “Surface irrigation hydraulics—kinematics.”J. Irrig. and Drain. Div., ASCE, 94(4), 419–440.
14.
Holzapfel, E. A., Marino, M. A., Valenzuela, A., and Diaz, F.(1988). “Comparison of infiltration measuring methods for surface irrigation.”J. Irrig. and Drain. Engrg., ASCE, 114(1), 130–142.
15.
Izadi, B., and Wallender, W. W.(1985). “Furrow hydraulic characteristics and infiltration.”Trans. Am. Soc. Agric. Engrs., 28(6), 1901–1908.
16.
Jaynes, D. B., and Hunsaker, D. J.(1989). “Spatial and temporal variability of water content and infiltration on a flood irrigated field.”Trans. Am. Soc. Agric. Engrs., 32(4), 1229–1238.
17.
Kiefer, F. W. Jr. (1959). “Average depth of absorbed water in surface irrigation.”Rep., Civ. Engrg. Dept., Utah State Univ., Logan Utah.
18.
Kreyszig, E. (1979). Advanced engineering mathematics. John Wiley and Sons, Inc., New York, N.Y.
19.
Merkley, G. P. (1983). “Semi-graphical design for furrow irrigation systems using a non-dimensional kinematic wave model,” MS thesis, Utah State Univ., Logan, Utah.
20.
Norum, D. I., and Gray, D. M.(1970). “Infiltration equations from rate-of-advance data.”J. Irrig. and Drain. Div., ASCE, 96(2), 111–119.
21.
Philip, J. R.(1957). “The theory of infiltration: 4.”Soil Sci., 84(3), 257–264.
22.
Roth, R. L., Fonken, D. W., Fangmeier, D. D., and Atchison, K. T.(1974). “Data for border irrigation models.”Trans. Am. Soc. Agric. Engrs., 17(1), 157–161.
23.
Samani, Z. A. (1983). “Infiltration under surge flow furrow irrigation,” PhD dissertation, Dept. of Agric. and Irrig. Engrg., Utah State Univ., Logan, Utah.
24.
Samani, Z. A., Walker, W. R., Jeppson, R. W., and Willardson, L. S.(1985). “Numerical solution for unsteady two-dimensional infiltration in irrigation furrows.”Trans. Am. Soc. Agric. Engrs., 28(4), 1186–1190.
25.
Singh, V. P., and He, Y.-C.(1988). “Muskingum model for furrow irrigation.”J. Irrig. and Drain. Engrg., ASCE, 114(1), 89–103.
26.
Smerdon, E. T., Blair, A. W., and Reddell, D. L.(1988). “Infiltration from irrigation advance data. I: theory.”J. Irrig. and Drain. Engrg., ASCE, 110(4), 375–387.
27.
Strelkoff, T., and Souza, F.(1984). “Modeling effect of depth on furrow infiltration.”J. Irrig. and Drain. Engrg., ASCE, 110(4), 375–387.
28.
Walker, W. R., and Skogerboe, G. V. (1987). Surface irrigation theory and practice. Prentice-Hall, Inc., Englewood Cliffs, N.J.
29.
Walker, W. R., and Willardson, L. S. (1983). “Infiltration measurements for simulating furrow irrigation.”Proc., Nat. Conf. Adv. Inf., Am. Soc. of Agric. Engrs., St. Joseph, Mich., 241–248.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 121Issue 1January 1995
Pages: 57 - 70

History

Published online: Jan 1, 1995
Published in print: Jan 1995

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Authors

Affiliations

Edmar J. Scaloppi
Res. Scholar, Dept. of Biological & Irrig. Engrg., Utah State Univ., Logan, UT 84322-4105.
Gary P. Merkley, Member, ASCE
Res. Asst. Prof., Dept. of Biological & Irrig. Engrg., Utah State Univ., Logan, UT.
Lyman S. Willardson, Member, ASCE
Prof., Dept. of Biological & Irrig. Engrg., Utah State Univ., Logan UT.

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