TECHNICAL PAPERS
Sep 1, 1998

Irrigation Planning: Integrated Approach

Publication: Journal of Water Resources Planning and Management
Volume 124, Issue 5

Abstract

An integrated optimization model is developed for planning irrigation systems. In this work, surface reservoir capacity, ground-water and spring withdrawal, delivery system capacities (including canals, pumping stations, and tunnels), hectares of land to be developed for irrigation, and cropping pattern are considered as interacting parts of the system. Moreover, the effect of the costs due to drainage, land leveling, and irrigation network construction are also considered. The model is capable of integrating other decision variables. The system is optimized by means of a chance-constraint optimization model. The model uses mixed integer linear programming to maximize the net benefit associated with the development. To linearize a collection of interrelated nonlinear cost functions, a new generalized technique is developed. Regarding the linearization of nonlinear cost functions, the technique reduces the size of the models and excludes any possible infeasibility that may occur in the models. Results generated by the application of the model, along with the sensitivity analysis, provide a tool to select the optimum design considering the varieties of criteria involved.

Get full access to this article

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

References

1.
Afshar, A., Marino, M. A., and Abrishamchi, A.(1991). “Reservoir planning for irrigation district.”J. Water Resour. Plng. and Mgmt., ASCE, 117(1), 74–85.
2.
Anderson, R. L.(1968). “A simulation program to establish optimum crop patterns on irrigation farms based on preseason estimates of water supply.”Am. J. Agric. Economics, 50(4), 1586–1590.
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.
Cummings, R. G., and Winkelman, D. L.(1970). “Water resources management in arid environs.”Water Resour. Res., 6(6), 1559–1569.
5.
Dudley, N. J., and Burt, O. R.(1973). “Stochastic reservoir management and system design for irrigation.”Water Resour. Res., 9(3), 507–522.
6.
Eisel, L. M.(1972). “Chance constrained reservoir model.”Water Resour. Res., 8(2), 339–347.
7.
Houck, M. H., and Datta, B.(1981). “Performance evaluation of a stochastic optimization model for reservoir design and management with explicit reliability criteria.”Water Resour. Res., 17(4), 827–832.
8.
Loucks, D. P.(1970). “Some comments on linear decision rules and chance-constraints.”Water Resour. Res., 6(2), 668–671.
9.
Loucks, D. P., and Dorfman, P. J.(1975). “An evaluation of some linear decision rules in chance-constrained models for reservoir planning and operation.”Water Resour. Res., 11(6), 777–782.
10.
Loucks, D. P., Stedinger, J. R., and Haith, D. A. (1981). Water resource system planning and analysis. Prentice-Hall, Inc., Englewood Cliffs, N.J.
11.
Maji, C. C., and Heady, E. O.(1980). “Optimal reservoir management and crop planning under deterministic and stochastic inflows.”Water Resour. Bull., 16(3), 438–443.
12.
Matanga, G. B., and Marino, M. A.(1979a). “Irrigation planning: 1. Cropping pattern.”Water Resour. Res., 15(3), 672–678.
13.
Matanga, G. B., and Marino, M. A. (1979b). “Irrigation planning: 2. Water allocation for leaching and irrigation purpose.”Water Resour. Res., 15(3), 679–683. Mathematical programming system extended/370 (MPSX/370) version 1.3; program reference manual . (1979). IBM Corp., Armonk, N.Y.
14.
ReVelle, C., Joeres, E., and Kirby, W.(1969). “The linear decision rule in reservoir management and design: 1. Development of the stochastic model.”Water Resour. Res., 5(4), 767–777.
15.
Rogers, P., and Smith, D. V.(1970). “The integrated use ground and surface water in irrigation project planning.”Am. J. Agric. Economics, 52(1), 13–24.
16.
Simonovic, S. P.(1992). “Reservoir system analysis: Closing gap between theory and practice.”J. Water Resour. Plng. and Mgmt., ASCE, 118(3), 262–280.
17.
Stedinger, J. R.(1984). “The performance of L.D.R. models for preliminary design and reservoir operation.”Water Resour. Res., 20(2), 215–224.
18.
Stedinger, J. R., Sule, B. F., and Pei, D.(1983). “Multiple reservoir system screening models.”Water Resour. Res., 19(6), 1383–1393.
19.
Stewart, J. I., and Hagan, R. M.(1973). “Functions to predict effects of crops water deficits.”J. Irrig. and Drain. Div., ASCE, 99(4), 421–439.
20.
Vedula, S., and Nagesh Kumer, D.(1996). “An integrated model for optimal reservoir operation for irrigation of multiple crops.”Water Resour. Res., 32(4), 1101–1108.
21.
Yeh, W. W. G.(1985). “Reservoir management and operations models: A state-of-the-art review.”Water Resour. Res., 21(2), 1797–1818.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 124Issue 5September 1998
Pages: 272 - 279

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Ehsanolah Malek-Mohammadi
Member, Res. Dept., Mahab Ghodss Consulting Engrs., #17, Takharestan Ally, Shahid Dastgerdy Ave., Tehran, Iran.

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