TECHNICAL NOTES
Mar 1, 1998

Nonlinear Programming Model for Extensive Irrigation

Publication: Journal of Irrigation and Drainage Engineering
Volume 124, Issue 2

Abstract

In regions where irrigation water supply is less than the required amount, extensive but deficit irrigation becomes unavoidable, unless the irrigated area can be limited to ensure full supply. When reliable dated crop-water response (DCWR) functions are available, a scientific planning of deficit irrigation schedules can be undertaken. This paper presents the formulation of a nonlinear programming (NLP) problem for identifying optimal cropping pattern as well as optimal deficit irrigation schedule along with its application to a minor irrigation system. The model indicates, for the case studied, that an increase in the cropped area by approximately 50 is possible over that underintensive irrigation approach. In terms of the net monetary return from the system, it means an increase of approximately 20. The adoption of extensive irrigation policy in such a setting is seen to be desirable.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bowen, R. L., and Yound, R. A.(1985). “Financial and irrigation net benefit functions for Egypt's Northern Delta.”Water Resour. Res., 21(9), 1329–1335.
2.
Bras, R. L., and Cordova, R. J.(1981). “Inter seasonal water allocation in deficit irrigation.”Water Resour. Res., 17(4), 866–874.
3.
Chavez-Morales, J., Marino, M. A., and Holzapfel, E. A.(1987). “Planning model of irrigation district.”J. Irrig. and Drain. Engrg., ASCE, 113(4), 549–564.
4.
Dariane, A. B., and Hughes, T. C.(1991). “Application of crop yield functions in reservoir operation.”Water Resour. Bull., 27(4), 649–656.
5.
De Datta, S. K. (1981). Principles and practices of rice production. John Wiley & Sons, Inc., New York, N.Y.
6.
Doorenbos, J., and Kassam, A. H. (1979). “Yield response to water.”Irrigation and Drainage Paper No. 33, Food and Agricultural Organization of the United Nations, Rome, Italy.
7.
Doorenbos, J., and Pruitt, W. O. (1984). “Crop water requirements.”Irrigation and Drainage Paper No. 24, Food and Agricultural Organization of the United Nations, Rome, Italy.
8.
Dudley, N. J.(1988). “A single decision-maker approach to irrigation reservoir and farm management decision making.”Water Resour. Res., 24(5), 633–640.
9.
Hargreaves, G. H., Samani, Z. A., and Zuniga, E.(1989). “Modelling yields from rainfall and supplemental irrigation.”J. Irrig. and Drain. Engrg., ASCE, 115(2), 239–247.
10.
Hiessl, H., and Plate, E. J.(1990). “A Heuristic closed-loop controller for water distribution in complex irrigation systems.”Water Resour. Res., 26(7), 1323–1333.
11.
Jensen, M. E. (1968). “Water consumption by agricultural plants.”Water deficits and plant growth, Vol. II, T. T. Kozlowski, ed., Academic Press, Inc., New York, N.Y., 1–22.
12.
Loucks, D. P., Stedinger, J. R., and Haith, A. D. (1981). Water resources systems planning and analysis. Prentice-Hall, Inc., Englewood Cliffs, N.J.
13.
Mayya, S. G., and Prasad, R.(1989). “Systems analysis of tank-irrigation: I. Crop staggering.”J. Irrig. and Drain. Engrg., ASCE, 115(3), 384–404.
14.
Nagaraju Kumar, C. (1994). “Optimal extensive irrigation in a tank-fed system,” PhD thesis, Indian Institute of Technology, Madras, India.
15.
Nagaraju Kumar, C., and Elango, K. (1993a). “A dated crop water-response function for paddy.”Proc., Workshop on Integrated Devel. of Irrig. Agr. (South Zone), Central Board of Irrigation and Power, New Delhi, India, 312–319.
16.
Nagaraju Kumar, C., and Elango, K. (1993b). “Review of models of irrigation systems facing water-scarcity.” 2nd Nat. Symp. on Irrig. Mgmt., Water and Land Mgmt. Training and Res. Inst., Hyderabad, India, I.3.1–11.
17.
Pierre, D. A., and Lowe, M. J. (1975). Mathematical programming via augmented Lagrangians: an introduction with computer programs. Addison-Wesley Publishing Co., Reading, Mass.
18.
Prasad, R., and Mayya, S. G.(1989). “Systems analysis of tank-irrigation: II. Delayed start and water deficit.”J. Irrig. and Drain. Engrg., ASCE, 115(3), 406–420.
19.
Rao, N. H., Sarma, P. B. S., and Chander, S.(1988). “A simple dated water-production function for use in irrigated agriculture.”Agric. Water Mgmt., Amsterdam, The Netherlands, 13, 25–32.
20.
Rao, N. H., Sarma, P. B. S., and Chander, S.(1990). “Optimal multicrop allocation of seasonal and inter seasonal irrigation water.”Water Resour. Res., 26(4), 551–559.
21.
Sinha, S. K., Aggarwal, P. K., and Khanna-Chopra, R. (1985). “Irrigation in India: a physiological and phenological approach to water management in grain crops.”Advances in irrigation, Vol. 3, D. Hillel, ed., Academic Press, Inc., London, England, 129–212.
22.
Vedula, S., and Mujumdar, P. P.(1992). “Optimal reservoir operation for irrigation of multiple crops.”Water Resour. Res., 28(1), 1–9.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 124Issue 2March 1998
Pages: 123 - 126

History

Published online: Mar 1, 1998
Published in print: Mar 1998

Permissions

Request permissions for this article.

Authors

Affiliations

C. Nagaraju Kumar
Former Res. Scholar, Hydr. and Water Resour. Engrg. Div., Dept. of Civ. Engrg., Indian Inst. of Technol., Madras, 600 036, India.
N. Indrasenan
Prof. and Head, Dept. of Civ. Engrg., Vellore Engrg. Coll., Vellore, 632 014, India.
K. Elango
Prof. and Head, Dept. of Civ. Engrg., Indian Inst. of Technol., Madras, 600 036, India.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share