TECHNICAL PAPERS
Nov 1, 1987

Planning Model of Irrigation District

Publication: Journal of Irrigation and Drainage Engineering
Volume 113, Issue 4

Abstract

A linear optimization model for planning the management of Irrigation District No. 38, in the State of Sonora, Mexico, is presented. The model considers the yield, price, and production cost of twelve primary crops; the land restriction on cropped areas; the storage capacity of the existing reservoir and aquifer; the reservoir net inflows; the evaporation, releases, and spillages from the reservoir; the surface water and groundwater requirements of the crops; the quality of the mix of surface water and groundwater; and the requirements of other resources, such as fertilizer, pesticide, seed, equipment, and labor. The model gives the cropping pattern and the monthly schedule of reservoir releases and aquifer withdrawals that maximize the annual profit in the district. Solutions to the model facilitate an evaluation of the effects of net annual inflows on profits and cropped areas, and provide an indication of the levels of inflow that can be used for planning the operation of the irrigation district.

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References

1.
Abramowitz, M., and Stegun, I. A. (1970). Handbook of mathematical functions. Dover Publications, New York, N.Y.
2.
Anderson, R. L. (1968). “A simulation program to establish optimum crop patterns on irrigated farms based on preseason estimates of water supply.” Am. J. Agric. Econ., 50(4), 1586–1590.
3.
Cummings, R. G., and Winkelman, D. L. (1970). “Water resources management in arid environs.” Water Resour. Res., 6(6), 1559–1569.
4.
Dudley, N. J. (1969). “A simulation and dynamic programming approach to irrigation decision making in a variable environment,” thesis presented to the University of New England, at Armidale, Australia, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Haith, D. A. (1982). Environmental systems optimization. John Wiley & Sons, New York, N.Y.
6.
Kite, G. W. (1977). Frequency and risk analysis in hydrology. Water Resources Publications, Fort Collins, Colo.
7.
Loucks, D. P., Stedinger, J. R., and Haith, D. A. (1981). Water resource systems planning and analysis. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
8.
Maji, C. C., and Heady, E. O. (1980). “Optimal reservoir management and crop planning under deterministic and stochastic inflows.” Water Resour. Bull., AWRA, 16(3), 438–443.
9.
Mariño, M. A., and Mohammadi, B. (1983). “Reservoir management: A reliability programming approach.” Water Resour. Res., 19(3), 613–620.
10.
Matanga, G. B., and Mariño, M. A. (1979a). “Irrigation planning, 1, Cropping pattern.” Water Resour. Res., 15(3), 672–678.
11.
Matanga, G. B., and Mariño, M. A. (1979b). “Irrigation planning, 2, Water allocation for leaching and irrigation purposes.” Water Resour. Res., 15(3), 679–683.
12.
Mohammadi, B., and Mariño, M. A. (1982). “Reservoir management and operation with the PDP 11/23.” Water Sci. and Engrg. Paper No. 5007, Department of Land, Air and Water Resources, University of California, Davis, Calif.
13.
Palacios‐Velez, E. (1976). “Strategies to improve water management in Mexican irrigation districts: A case study in Sonora,” thesis presented to the University of Arizona, at Tucson, Ariz., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
14.
Planimex, Ingenieros Consultores, S. A. (1969). “Estudio geohidrológico de los acuíferos en el valle del Río Mayo, Sonora.” Tercer Informe Semestral, Vol. 1, Dirección de Aguas Subterráneas, Secretaría de Recursos Hidraúlicos, México.
15.
Rogers, P., and Smith, D. V. (1970). “The integrated use of ground and surface water in irrigation project planning.” Am. J. Agric. Econ., 52(1), 13–24.
16.
Secretaría de Agricultura y. Recursos Hidraúlicos. (1985). “Plan de riegos ciclo agrícola 1984–1985.” Distrito de Riego No. 38, Rio Mayo, Sonora, México.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 113Issue 4November 1987
Pages: 549 - 564

History

Published online: Nov 1, 1987
Published in print: Nov 1987

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Authors

Affiliations

Jesús Chávez‐Morales, A. M. ASCE
Prof., Centro de Hidrociencias, Colegio de Postgraduados, Chapingo, Mexico 56230, Mexico
Miguel A. Mariño
Prof. of Water Sci. and Civ. Engrg., Univ. of California, Davis, CA 95616
Eduardo A. Holzapfel, Members ASCE
Assoc. Prof., Agric. Engrg. Dept., Univ. of Concepción, Chilián, Chile

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