Furrow Model with Specified Space Intervals
Publication: Journal of Irrigation and Drainage Engineering
Volume 113, Issue 4
Abstract
A complete furrow irrigation model was developed based on the cumulative solution of the volume balance equation, rather than the incremental solution. Space intervals were given (constant or variable) to allow infiltration characteristics to vary along the length of the furrow. The cumulative model predicted more accurately than the incremental model when compared to field data and the kinematic wave model results. Further, the incremental solution gave slower advance rates and higher runoff than the cumulative solution due to larger numerical error and oversimplification of postadvance phases. This deviation was larger for high‐intake soils. Field slope and roughness, however, did not influence the difference in accuracy between the two models as much as soil intake.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bassett, D. L. (1972). “Mathematical model of water advance in border irrigation.” Trans. Am. Soc. of Agric. Engrs., 15(5.1), 992–995.
2.
Bali, K., and Wallender, W. W. (1987). “Water application under varying soil and intake opportunity time.” Trans. Am. Soc. of Agric. Engrs. (in press).
3.
Chen, C. L. (1970). “Surface irrigation using kinematic‐wave method.” J. Irrig. Drain. Div., ASCE, 96(IR1) 39–46.
4.
Davis, J. R. (1961). “Estimating rate of advance for irrigation furrows.” Trans. Am. Soc. of Agric. Engrs., 4(1), 52–54, 57.
5.
Hall, W. A. (1956). “Estimating irrigation border flow.” Agric. Engrg., 36, 263–265.
6.
Katapodes, N. D., and Strelkoff, T. (1977). “Hydrodynamics of border irrigation—Complete model.” J. Irrig. Drain. Div., ASCE, 103(IR3), 309–324.
7.
Kincaid, D. C., Heermann, D. F., and Kruse, E. G. (1972). “Hydrodynamics of border irrigation.” Trans. Am. Soc. of Agric. Engrs., 15(14), 674–680.
8.
Rayej, M., and Wallender, W. W. (1985). “Furrow irrigation simulation time reduction.” J. Irrig. Drain. Engrg., ASCE, 111(IR2), 134–146.
9.
Soil Conservation Service (SCS). (1983). “Furrow irrigation.” Natl. Engrg. Handbook, Ch. 5, Soil Conservation Service.
10.
Souza, F. (1981). “Non‐linear hydrodynamic model of furrow irrigation.” Thesis presented to the University of California, at Davis, Calif., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
11.
Strelkoff, T. (1977). “Algebraic computation of flow in border irrigation.” J. Irrig. Drain. Div., ASCE, 103(IR3), 325–342.
12.
Strelkoff, T., and Katopodes, N. D. (1977). “Border irrigation hydraulics with zero‐inertia.” J. Irrig. Drain. Div., ASCE, 102(IR3), 325–342.
13.
Walker, W. R., and Humpherys, A. S. (1983). “Kinematic‐wave furrow irrigation model.” J. Irrig. Drain. Engrg., ASCE, 109(IR4), 377–392.
14.
Wallender, W. W., and Rayej, M. (1985). “Zero‐inertia surge model with wet‐dry advance.” Trans. Am. Soc. of Agric. Engrs., 28(5), 1530–1534.
15.
Wallender, W. W. (1986). “Furrow model with spatially varying infiltration.” Trans. Am. Soc. of Agric. Engrs., 29(4), 1012–1016.
Information & Authors
Information
Published In
Copyright
Copyright © 1987 ASCE.
History
Published online: Nov 1, 1987
Published in print: Nov 1987
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.