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Optimal Irrigation Pivot Location on Irregularly Shaped Fields

  • L. Upton Hatch (a1), William E. Hardy (a1), Eugene W. Rochester (a2) and Gregory C. Johnson (a2)

Abstract

Although annual rainfall in the Southeast is adequate, its distribution is a potential constraint to agricultural production. Farmers require production information concerning efficient use of irrigation technology adapted to regional growing conditions. Selection of optimal position, size, and number of pivots in center pivot irrigation systems poses special problems on small, irregularly shaped fields. In the southeastern United States, field size and shape are often varied and irregular. A mixed integer programming model was constructed to assist in irrigation investment decisions. The model is illustrated using irrigated peanut production in southeast Alabama. Results indicate the importance of economic engineering considerations.

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References

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Anderson, Clark, Rochester, Eugene W., and Hardy, William E.. “Position Selection of Center Pivot Irrigation Systems Using Linear Programming,” ASAE Paper No. 84-2102; Knoxville, Tennessee, 1984.
Boggess, W. G., Lynne, G. D., Jones, J. W., and Swaney, D. P.. “Risk-Return Assessment of Irrigation Decisions in Humid Regions,So. J. Agr. Econ., 15,1(1983):135143.
Boutwell, John L. and Curtis, Larry M.. “Irrigation System Cost Analysis,Alabama Cooperative Extension Service, Circular ANR-17; Auburn, Alabama; 1983.
Burt, Oscar and Stauber, M. S.. “Economic Analysis of Irrigation in Subhumid Climate,Amer. J. Agr. Econ., 53,1(1971):3346.
Curtis, Larry M.1982 Alabama Irrigation Survey, Alabama Cooperative Extension Service, Auburn University, Alabama; 1983.
Getz, Rodger R. and Owsley, Larry M.. “Precipitation Probabilities and Statistics for Alabama,” Environmental Studies Service Center Special Report, Weather Series No. 18, Alabama Agricultural Experiment Station; Auburn, Alabama; 1979.
Khanjani, M. J. and Busch, J. R.. “Optimal Irrigation Distribution Systems with Internal Storage,Transactions of the ASAE, 26,3(1983):743747.
Khanjani, M. J. and Busch, J. R.. “Optimal Irrigation Water Use from Probability and Cost-Benefit Analyses,Transactions of the ASAE, 25,4(1982):961965.
McClelland, J. W., Musser, W. N., and Dubman, R. W.. “Output Risk and Fertilization under Irrigation.” Paper presented at American Agricultural Economics Association; July, 1983.
Rochester, Eugene W. “Irrigation Application Analysis of Irregularly Shaped Fields,” ASAE paper No. 83-2163; American Society of Agricultural Engineers; 1983.
Rochester, Eugene W., Backman, Paul A., McGuire, John A., Curtis, Larry M., Starling, Jim, and Ivey, Henry. “Irrigation Schedules for Peanut Production,” Alabama Agricultural Experiment Station, Auburn University, Bulletin 536; 1984.
Ruttan, Vernon W.The Economic Demand for Irrigated Acreage. Resources for the Future; Baltimore, Maryland: The Johns Hopkins Press, 1965.
Salassi, M. E., Musick, J. A., Heatherly, L. G., and Hamill, J. G.. “An Economic Analysis of Soybean Yield Response to Irrigation of Mississippi River Delta Soils,” Mississippi Agricultural & Forestry Experiment Station, Bulletin 928, Mississippi State, Mississippi; 1984.
Trava, J., Heerman, D. F., and Labadie, J. W.. “Optimal On-Farm Allocations of Irrigation Water,Transactions of the ASAE, 20,1(1977):8588.
Udeh, C. N. and Busch, J. R.. “Optimal Irrigation Management Using Probabilistic Hydrology and Irrigation Efficiency Parameters,Transactions of the ASAE, 25,4(1982):954960.
United Nations, Department of International Economic and Social Affairs, “Monthly Bulletin of Statistics.” January, 1985 and earlier issues.

Keywords

Optimal Irrigation Pivot Location on Irregularly Shaped Fields

  • L. Upton Hatch (a1), William E. Hardy (a1), Eugene W. Rochester (a2) and Gregory C. Johnson (a2)

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