Case Studies
Sep 22, 2016

Conjunctive Use of Surface Water and Groundwater Resources under Deficit Irrigation

Publication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 2

Abstract

In this study, a genetic algorithm optimization model is applied to two different scenarios of deficit irrigation in an attempt to develop an appropriate plan for the conjunctive use of surface and ground water resources in Nekouabad irrigation zone located in Zayandehrud Basin, Iran. The study aims to reduce water consumption, define an optimal cropping pattern, decrease the annual decline in the local water table, and to maximize the farmers’ net financial returns. Scenario I is based on normal conditions in terms of both water resources and weather parameters in the region while Scenario II is implemented to develop a 5-year irrigation plan for the study area. For the 5-year period in Scenario II, all possible weather (i.e., dry, normal, and wet) conditions are considered. Results show that water consumption would reduce by almost 24 million cubic meters and the net financial return would decline by 22% under Scenario I. Scenario II reveals that the decline in net revenues would be less under normal and wet conditions than it would be under drought conditions.

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References

Afshar, A., and Marino, M. A. (1989). “Optimization models for wastewater reuse in irrigation.” J. Irrig. Drain. Eng., 115(2), 185–202.
Brumbelow, K., and Georgakakos, A. (2007). “Determining crop-water production functions using yield-irrigation gradient algorithms.” Agric. Water Manage., 87(2), 151–161.
CropWat Version 8.0 [Computer software]. FAO, Rome.
Debaeke, P., and Aboudrare, A. (2004). “Adaptation of crop management to water-limited environments.” Eur. J. Agron. 21(4), 433–446.
Doorenbos, J., and Kassam, A. H. (1979). “Yield response to water.” FAO, Rome.
Droogers, P., and Miranzadeh, M. (2001). “Spatial analysis of groundwater trends: Example for Zayandeh Rud basin, Iran.”.IWMI, Sri Lanka.
English, M. J. (1990). “Deficit irrigation. I: Analytical framework.” J. Irrig. Drain. Eng., 116(3), 399–412.
English, M. J., and Raja, S. N. (1996). “Perspectives on deficit irrigation.” Agric. Water Manage., 32(1), 1–14.
Fereres, E., and Soriano, M. A. (2006). “Deficit irrigation for reducing agricultural water use.” J. Exp. Bot., 58(2), 147–159.
Garg, N. K., and Dadhich, S. M. (2014). “Integrated non-linear model for optimal cropping pattern and irrigation scheduling under deficit irrigation.” Agric. Water Manage., 140, 1–13.
Geerts, S., and Raes, D. (2009). “Deficit irrigation as an on-farm strategy to maximize crop water productivity in dry areas.” Agric. Water Manage., 96(9), 1275–1284.
Gupa, M., Garg, N. K., Joshi, H., and Sharma, M. P. (2012). “Persistence and mobility of 2, 4-D of in unsaturated soil zone under winter wheat crop in sub-tropical region of India.” Agric. Ecosyst. Environ., 146(1), 60–72.
Hanks, R. J. (1974). “Model for predicting plant yield as influenced by water use.” Agron. J., 66(5), 660–664.
Homayounfar, M., Lai, S. H., Zomorodian, M., Sepaskhah, A. L., and Ganji, A. (2014). “Optimal crop water allocation in case of drought occurrence, imposing deficit irrigation with proportional cutback constraint.” Water Resour. Manage., 28(10), 3207–3225.
Jensen, M. E. (1968). “Water consumption by agricultural plants.” Water deficits and plant growth, T. T. Kozlowski, ed., Academic Press, New York.
Khazedari, L., ZabolAbbasi, F., Ghandhari, Sh., Kouhi, M., and Malbousi, Sh. (2009). “Drought prediction in Iran during next 30 years.” European Conf. on Applications of Meteorology (ECAM), European Meteorology Society, Toulouse, France.
Kijne, J. W., Barker, R., and Molden, D. J. (2003). “Water productivity in agriculture: Limits and opportunities for improvement.” CABI, IWMI, Wallingford, U.K.
Kipkorir, E. C., and Raes, D. (2002). “Transformation of yield response factor into Jensen’s sensitivity index.” Irrig. Drain. Syst., 16(1), 47–52.
MATLAB [Computer software]. MathWorks, Natick, MA.
Mayya, S. G., and Prasad, R. (1989). “System analysis of tank irrigation. I: Crop staggering.” J. Irrig. Drain. Eng., 115(3), 384–405.
Molden, D. (2003). “A water-productivity framework for understanding and action.” Water productivity in agriculture: Limits and opportunities for improvement, J. W. Kijne, R. Barker, and D. Molden, eds., International Water Management Institute, Colombo, Sri Lanka, 1–18.
Montazar, A., Riaza, H., and Behbahani, S. M. (2010). “Conjunctive water use planning in an irrigation command area.” Water Resour. Manage., 24(3), 577–596.
Nairizi, S., and Rydzewski, J. R. (1977). “Effects of dated soil moisture stress on crop yields.” Exp. Agric., 13(1), 51–59.
Najarchi, M., Kaveh, F., Babazadeh, H., and Manshouri, M. (2011). “Determination of the yield response factor for field crop deficit irrigation.” Afr. J. Agric. Res., 6(16), 3700–3705.
Nakawuka, P., Peters, T., and Gallardo, K. (2014). “Effect of deficit irrigation on the cost of producing native spearmint oil in Washington State.” Washington State Univ., Pullman, WA.
National Portal of Iran Statistics Organization. (2015). “Iran’s national statistics organization portal.” ⟨www.amar.org.ir⟩ (Aug. 12, 2015).
Onta, P. R., Loof, R., and Banskota, M. (1995). “Performance based irrigation planning under water shortage.” J. Irrig. Drain. Eng., 9, 143–162.
Oweis, T., Pala, M., and Ryan, J. (1998). “Stabilizing rainfed wheat yields with supplemental irrigation and nitrogen in a Mediterranean climate.” Agron. J., 90(5), 672–681.
Oweis, T., and Zhang, H. (1998). “Water-use efficiency: Index for optimizing supplemental irrigation of wheat in water scarce areas.” Zeitschrift F. Bewaesserungswirtschaft, 33(2), 321–336.
Paudyal, G. N., and Gupta, A. D. (1990). “Irrigation planning by multilevel optimization.” J. Irrig. Drain. Eng., 116(2), 273–291.
Payero, J. O., Melvin, S. R., Irmak, S., and Tarkalson, D. (2006). “Yield response of corn to deficit irrigation in a semiarid climate.” Agric. Water Manage., 84(1), 101–112.
Pereira, L. S., Oweis, T., and Zairi, A. (2002). “Irrigation management under water scarcity.” Agric. Water Manage., 57(3), 175–206.
Safavi, H. R., and Alijanian, M. A. (2011). “Optimal crop planning and conjunctive use of surface water and groundwater resources using fuzzy dynamic programming.” J. Irrig. Drain. Eng., 383–397.
Safavi, H. R., and Bahreini, G. R. (2009). “Conjunctive simulation of surface water and groundwater resources under uncertainty.” Iran. J. Sci. Technol. Trans. B, Eng., 33(B1), 79–94.
Safavi, H. R., Darzi, F., and Marino, M. A. (2010). “Simulation-optimization modeling of conjunctive use of surface water and groundwater.” Water Resour. Manage., 24(10), 1965–1988.
Sepaskhah, A. R., and Ghahraman, B. (2004). “The effects of irrigation efficiency and uniformity coefficient on relative yield and profit for deficit irrigation.” Biosyst. Eng., 87(4), 495–507.
Shyam, R., Chauhan, H. S., and Sharma, J. S. (1994). “Optimal operation scheduling model for a canal system.” Agric. Water Manage., 26(3), 213–225.
Steduto, P., Hsiao, T. C., Fereres, E., and Raes, D. (2012). “Crop yield response to water.”, FAO, Rome.
Taylor, H. M., Jordan, W. R., and Sinclair, T. R. (1983). “Limitations to efficient water use in crop production.” American Society of Agronomy, Crop Society of America, Soil Science Society of America, Madison, WI.
Walker, W. R., and Skogerbce, G. V. (1987). Surface irrigation, theory and practice, Prentice Hall, Englewood Cliffs, NJ.
Ward, F. (2014). “Economic impacts on irrigated agriculture of water conservation programs in droughts.” J. Hydrol., 508, 114–127.
Zhang, L., Guo, P., Fang, S., and Li, M. (2014). “Monthly optimal reservoirs operation for multicrop deficit irrigation under fuzzy stochastic uncertainties.” J. Appl. Math., 1–11.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 143Issue 2February 2017

History

Received: Dec 29, 2015
Accepted: Aug 4, 2016
Published online: Sep 22, 2016
Published in print: Feb 1, 2017
Discussion open until: Feb 22, 2017

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Authors

Affiliations

Hamid R. Safavi, Aff.M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, 8415683111 Isfahan, Iran (corresponding author). E-mail: [email protected]
Mehrdad Falsafioun
Graduate Student, Dept. of Civil Engineering, Isfahan Univ. of Technology, 8415683111 Isfahan, Iran.

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