Field Verification of Two-Dimensional Surface Irrigation Model
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 129, Issue 6
Abstract
A two-dimensional (2D) model of unsteady shallow-water flow in surface irrigation was developed to evaluate the influence of field-grading precision on surface irrigation performance. This paper presents field data for verification of this 2D model. No attempt was made here to evaluate irrigation performance. Verification of such models relies on independent estimates of parameters for infiltration and roughness. To accomplish this, water surface elevations were measured at 26 points within a 3 ha level basin. A double-bubbler system was used to obtain relative water depths. Field surveys were used to convert these to water surface elevations and field water depths, from which surface water volumes over time were computed. The infiltration function was determined by matching inflow minus surface volume over time with computed subsurface volume. A value of Manning n (0.05) was found for which advance and water depth hydrographs were both well predicted with the 2D model. Differences in advance for a plane versus undulating field surface were minor, except near the end of advance.
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References
Al-Tamimi, A. H. J. (1995). “Two-dimensional transient flow in non-level irrigation basins.” PhD dissertation, Dept. of Agriculture and Biosystems Engineering, Univ. of Arizona, Tucson, Ariz.
Bos, M. G., Replogle, J. A., and Clemmens, A. J. (1984). Flow measuring flumes for open channel systems, Wiley, New York.
Bradford, S. F., and Katopodes, N. D.(2001). “Finite volume model for nonlevel basin irrigation.” J. Irrig. Drain. Eng., 127(4), 216–223.
Clemmens, A. J.(1982). “Evaluating infiltration for border irrigation models.” Agric. Water Manage., 5(2), 159–170.
Clemmens, A. J., and Dedrick, A. R.(1984). “Multi-purpose head detection and monitoring unit.” Trans. ASAE, 27(6), 1825–1828.
Clemmens, A. J., El-Haddad, Z. A., Fangmeier, D. D., and Osman, H. E.-B.(1999a). “Statistical approach to incorporating the influence of land-grading precision on level-basin performance.” Trans. ASAE, 42(4), 1009–1017.
Clemmens, A. J., El-Haddad, Z., and Strelkoff, T. S.(1999b). “Assessing the potential of modern surface irrigation in Egypt.” Trans. ASAE, 42(4), 995–1008.
Dedrick, A. R., and Clemmens, A. J.(1984). “Double-bubblers coupled with pressure transducers for water level sensing.” Trans. ASAE, 27(3), 779–783.
Dedrick, A. R., and Clemmens, A. J. (1988). “Hydraulics studies of surface drainage from level furrows.” Planning now for irrigation and drainage in the 21st century, D. R. Hay, ed., ASCE, New York, 125–132.
El-Yazal, N. S., and Ismail, M. (1986). Land-leveling effect on maize production, Agricultural Engineering Research Institute, Agricultural Research Center, Ministry of Agriculture, Dokki, Egypt.
Fangmeier, D. D., Clemmens, A. J., El-Ansary, M. Y., Strelkoff, T. S., and Osman, H. E.-B.(1999). “Influence of land-leveling precision on level-basin advance and performance.” Trans. ASAE, 42(4), 1019–1025.
Hunsaker, D. J., Bucks, D. A., and Jaynes, D. B.(1991). “Irrigation uniformity of level basins as influenced by variations in soil water content and surface elevation.” Agric. Water Manage., 19(4), 325–340.
Osman, H. E. (1988). “Effect of different methods of land leveling and improved surface irrigation method on vegetable crop.” MS thesis, Dept. of Agronomy and Agricultural Mechanics, Faculty of Agriculture at Moshtohor, Zagazig Univ., Egypt.
Playán, E., Faci, J. M., and Serreta, A.(1996a). “Characterizing microtopographical effects on level-basin irrigation performance.” Agric. Water Manage., 29, 129–145.
Playán, E., Faci, J. M., and Serreta, A.(1996b). “Modeling microtopography in basin irrigation.” J. Irrig. Drain. Eng., 122(6), 339–347.
Playán, E., Walker, W. R., and Merkley, G. P.(1994). “Two-dimensional simulation of basin irrigation. I: Theory.” J. Irrig. Drain. Eng., 120(5), 837–856.
Strelkoff, T. S. (1990). SRFR: A computer program for simulating flow in surface irrigation furrows-basins-borders, WCL Rep. 17, U.S. Water Conservation Laboratory, USDA/ARS, Phoenix.
Strelkoff, T. S., Tamimi, A. H., and Clemmens, A. J.(2003). “Two-dimensional basin flow with irregular bottom configuration.” J. Irrig. Drain. Eng., 129(6), 391–401.
Strelkoff, T. S., Clemmens, A. J., Awad, M., and El-Ansary, M.(1999). “Surface irrigation evaluation models: Application to level-basins in Egypt.” Trans. ASAE, 42(4), 1027–1036.
USDA. (1974). “Chapter 4: Border irrigation.” National engineering handbook, Sect. 15, Soil Conservation Service, Washington, D.C.
Zapata, N., and Playán, E.(2000). “Simulating elevation and infiltration in level-basin irrigation.” J. Irrig. Drain. Eng., 126(2), 78–84.
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Copyright © 2003 American Society of Civil Engineers.
History
Received: Aug 22, 2000
Accepted: Dec 16, 2002
Published online: Nov 14, 2003
Published in print: Dec 2003
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