Economics of Furrow Irrigation under Partial Infiltration Information
Publication: Journal of Irrigation and Drainage Engineering
Volume 125, Issue 3
Abstract
The effects of partial infiltration and furrow geometry information on furrow irrigation design and economic return to water were quantified on a single furrow (reference furrow) and field-wide (10-furrow set) basis using a kinematic-wave furrow irrigation model in conjunction with an economic optimization model. A furrow sampled at 10 locations was assumed to represent the actual field condition. Subsamples were randomly drawn from the 10 samples and return to water was maximized. These suboptimal designs were applied to the actual furrows and monetary loss due to lack of information was simulated. The monetary loss was less for furrow irrigation designs having high inflow rates ($0.38/furrow, $17/ha) than for the low inflow rates ($2.27/furrow, $100/ha). Average loss decreased from $31/ha ($0.71/furrow) to $0/ha in the case of the reference furrow, and from $1.0/furrow ($44/ha) to $0.3/furrow ($13/ha) in the case of the 10-furrow set for the samples sizes of 1 and 10, respectively.
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References
1.
Bautista, E., and Wallender, W. W. ( 1985). “Spatial variability of infiltration in furrows.” Trans. ASAE, 28(6), 1846–1851, 1855.
2.
Bautista, E., and Wallender, W. W. (1992). “Numerical calculation of infiltration in furrow irrigation simulation models.”J. Irrig. and Drain. Engrg., ASCE, 119(2), 286–294.
3.
Bautista, E., and Wallender, W. W. (1993). “Optimal management strategies for cutback furrow irrigation.”J. Irrig. and Drain. Engrg., ASCE.
4.
Box, M. J. ( 1965). “A new method of constrained optimization and a comparison with other methods.” Computer J., 8, 42–52.
5.
Childs, J. L., Wallender, W. W., and Hopmans, J. W. (1993). “Spatial and seasonal variation of furrow infiltration.”J. Irrig. and Drain. Engrg., ASCE, 119(1), 74–90.
6.
Cochran, W. G. ( 1977). Sampling techniques, 3rd Ed., Wiley, New York.
7.
Dadiao, C., and Wallender, W. W. ( 1984). “Economic sprinkler selection, spacing, and orientation.” Trans. ASAE, 27(3), 737–743.
8.
Elliott, R. L., Walker, W. R., and Skogerboe, G. V. (1982). “Zero-inertia modeling of furrow irrigation advance.”J. Irrig. and Drain. Engrg., ASCE, 108(3), 179–195.
9.
Gates, T. K., and Grismer, M. E. (1989). “Irrigation and drainage strategies in salinity-affected regions.”J. Irrig. and Drain. Engrg., ASCE, 115(2), 255–283.
10.
Greminger, P. J., Sud, Y. K., and Nielsen, D. R. ( 1985). “Spatial variability of field-measured soil-water characteristics.” Soil Sci. Soc. Am. J., 49, 1075–1082.
11.
Holzapfel, E. A., Marino, M. A., and Morales, J. C. (1986). “Surface irrigation optimization models.”J. Irrig. and Drain. Engrg., ASCE, 112(1), 1–19.
12.
Holzapfel, E. A., Marino, M. A., and Morales, J. C. (1987). “Surface irrigation nonlinear optimization models.”J. Irrig. and Drain. Engrg., ASCE, 113(3), 379–392.
13.
Kuester, J. L., and Mize, J. H. ( 1973). Optimization techniques with Fortran. McGraw-Hill, New York.
14.
Marquardt, D. W. ( 1963). “An algorithm for least-squares estimation of nonlinear parameters.” J. Soc. of Industrial Applied Maths, 11(2), 431–441.
15.
Nielsen, D. R., Biggar, J. W., and Erh, K. T. ( 1973). “Spatial variability of field-measured soil water properties.” Hilgardia, 42(7), 215–260.
16.
Raghuwanshi, N. S., and Wallender, W. W. (1996). “Modeling seasonal furrow irrigation.”J. Irrig. and Drain. Engrg., ASCE, 122(4), 235–242.
17.
Raghuwanshi, N. S., and Wallender, W. W. (1997). “Economic optimization of furrow irrigation.”J. Irrig. and Drain. Engrg., ASCE, 123(5), 377–385.
18.
Raghuwanshi, N. S., and Wallender, W. W. ( 1998). “Optimization of furrow irrigation schedules, designs and net return to water.” Agric. Water Mgmt., 35, 209–226.
19.
Reddy, J. M., and Clyma, W. ( 1981). “Optimal design of furrow irrigation systems.” Trans. ASAE, 24(3), 617–623.
20.
Reddy, J. M., and Clyma, W. ( 1982). “Optimizing surface irrigation system design parameters: Simplified analysis.” Trans. ASAE, 24(4), 996–974.
21.
San Joaquin Valley drainage program. (1990). Final report, Dept. of Water Resources, Sacramento, Calif.
22.
State Water Resources Control Board (SWRCB). ( 1987). “Technical Committee report on regulation of agricultural drainage to the San Joaquin river.” Final report, SWRCB Order No. W. Q. 85-1, Dept. of Water Resources, Sacramento, Calif.
23.
Tarboton, K. C. ( 1987). “Field-wide infiltration variability in furrow irrigation,” MS thesis, University of California, Davis, Davis, Calif.
24.
Vieira, S. R., Nielsen, D. R., and Biggar, J. W. ( 1981). “Spatial variability of field-measured infiltration rate.” Soil Sci. Am. J., 45, 1040–1048.
25.
Walker, W. R., and Humpherys, A. S. (1983). “Kinematic-wave furrow irrigation model.”J. Irrig. and Drain. Engrg., ASCE, 109(4), 377–392.
26.
Wallender, W. W. ( 1986). “Furrow model with spatially varying infiltration.” Trans. ASAE, 29(4), 966–974.
27.
Wallender, W. W. ( 1987). “Sample volume statistical relations for water content, infiltration, and yield.” Trans. ASAE, 30(4), 1043–1050.
28.
Wallender, W. W., and Rayej, J. ( 1987). “Economic optimization of furrow irrigation with uniform and nonuniform soil.” Trans. ASAE, 30(5), 1425–1429.
29.
Wallender, W. W., Ardila, S., and Rayej, J. ( 1990). “Irrigation optimization with variable water quality and nonuniform soil.” Trans. ASAE, 33(5), 1605–1611.
30.
Wu, I.-P., and Liang, T. (1970). “Optimal design of furrow length of surface irrigation.”J. Irrig. and Drain. Engrg., 96(3), 319–332.
31.
Yitayew, M., Letey, J., Vaux, H. J. Jr., and Feinerman, E. ( 1985). “Factors affecting uniformity and optimal water management with furrow irrigation.” Irrig. Sci., Berlin, 6, 201–210.
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Published online: May 1, 1999
Published in print: May 1999
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