TECHNICAL PAPERS
May 15, 2003

Allocation of Scarce Water Resources Using Deficit Irrigation in Rotational Systems

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Publication: Journal of Irrigation and Drainage Engineering
Volume 129, Issue 3

Abstract

On irrigation schemes with rotational irrigation systems in semiarid tropics, the existing rules for water allocation are based on applying a fixed depth of water with every irrigation irrespective of the crops, their growth stages, and soils on which these crops are grown. However, when water resources are scarce, it is necessary to allocate water optimally to different crops grown in the irrigation scheme taking account of different soils in the command area. Allocating water optimally may lead to applying less water to crops than is needed to obtain the maximum yield. In this paper, a three stage approach is proposed for allocating water from a reservoir optimally based on a deficit irrigation approach, using a simulation-optimization model. The allocation results with a deficit irrigation approach are compared for a single crop (wheat) in an irrigation scheme in India, first with full irrigation (irrigation to fill the root zone to field capacity) and second with the existing rule. The full irrigation with a small irrigation interval was equivalent to adequate irrigation (no stress to the crop). It is found that practicing deficit irrigation enables the irrigated area and the total crop production in the irrigation scheme used for the case study to be increased by about 30–45% and 20–40%, respectively, over the existing rule and by 50 and 45%, respectively, over the adequate irrigation. Allocation of resources also varied with soil types.

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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.
Akhand, N. A., Larson, D. L., and Slack, D. C.(1995). “Canal irrigation allocation planning model.” Trans. ASAE, 38(2), 545–550.
Bernardo, D. J., Whittlesey, N. K., Saxton, K. E., and Bassett, D. L.(1988). “Irrigation optimization under limited water supply.” Trans. ASAE, 31(3), 712–719.
Bos, M. G., and Nugteren, J. (1990). On Irrigation Efficiencies, International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands.
Bras, R. L., and Cordova, J. R.(1981). “Intraseasonal water allocation in deficit irrigation.” Water Resour. Res., 17(4), 866–874.
Doorenbos, J., and Kassam, A. H. (1986). “Yield response to water.” Food and Agric. Org. Irrig. and Drain., Paper No. 33, United Nations, Rome.
Doorenbos, J., and Pruitt, W. O. (1984). “Crop water requirements.” Food and Agric. Org. Irrig. and Drain., Paper No. 24, United Nations, Rome.
Dudley, N. J., Howell, D. T., and Musgrave, W. F.(1971). “Optimal intraseasonal irrigation water allocation.” Water Resour. Res., 7(4), 770–788.
English, M.(1990). “Deficit irrigation I: Analytical framework.” J. Irrig. Drain. Eng., 116(3), 399–412.
English, M., and Nuss, G. S.(1982). “Designing for deficit irrigation.” J. Irrig. Drain. Eng., 108(2), 91–106.
Fereres, E., Goldfien, R. E., Pruit, W. O., Henderson, D. W., and Hagan, R. M. (1981). “The irrigation management program: A new approach to computer assisted irrigation scheduling.” Proc., Irrigation Scheduling for Water and Energy Conservation in the 80’s, ASAE, St. Joseph, Mich., 202–207.
Gorantiwar, S. D. (1995). “A model for planning and operation of heterogeneous irrigation schemes in semiarid regions under rotational water supply.” PhD thesis, Loughborough Univ. of Technology, Loughborough, Leicestershire, U.K.
Hargreaves, G. H., and Samani, Z. A.(1984). “Economic considerations of deficit irrigation.” J. Irrig. Drain. Eng., 110(4), 343–358.
Jadhav, J. D. (1991). “Study of evapotranspiration of wheat crop in varying soil moisture conditions.” MSc thesis, Centre of Advanced Studies in Agricultural Meteorology, Mahatma Phule Agricultural Univ., Rahuri, India.
Keller, J., Sivanappan, R. K., and Varadan, K. M.(1992). “Design logic for deficit drip irrigation of coconut trees.” Irrig. Drain. Syst., 6, 1–7.
Loftis, J. M., and Houghtalen, R. J.(1987). “Optimizing temporal water allocation by irrigation ditch companies.” Trans. ASAE, 30(4), 1075–1082.
Martin, D., van Brocklin, J., and Wilmes, G.(1989). “Operating rules for deficit irrigation management.” Trans. ASAE, 32(4), 1207–1215.
Matanga, G. B., and Marino, M. A.(1979). “Irrigation planning 1. Cropping pattern.” Water Resour. Res., 15(3), 672–678.
Mayya, S. G., and Prasad, R.(1989). “System analysis of tank irrigation: I. Crop staggering.” J. Irrig. Drain. Eng., 115(3), 384–405.
Onta, P. R., Loof, R., and Banskota, M.(1995). “Performance based irrigation planning under water shortage.” Irrig. Drain. Syst., 9, 143–162.
Paudyal, G. N., and Gupta, A. D.(1990). “Irrigation planning by multilevel optimization.” J. Irrig. Drain. Eng., 116(2), 273–291.
Paul, S., Panda, S. N., and Kumar, N.(2000). “Optimal irrigation allocation: A multilevel approach.” J. Irrig. Drain. Eng., 126(3), 149–156.
Rao, K. S. V. V. S., Reddi, T. B., Rao, M. V. J., and Reddi, G. H. S.(1986). “A rational approach for crop planning in the command areas of irrigation projects.” J. Inst. Eng. (India) Part AG, 66, 70–75.
Rao, N. H., Sarma, P. B. S., and Chander, S.(1990). “Optimal multicrop allocation of seasonal and intraseasonal irrigation water.” Water Resour. Res., 26(4), 551–559.
Reddy, M. J., and Clyma, W.(1983). “Choosing optimal design depth for surface irrigation system.” Agric. Water Manage., 6, 335–349.
Retta, A., and Hanks, R. J. (1980). “Manual for using model PLANTGRO.” Special Rep. No. 48, Utah Agricultural Experiment Station, Logan, Utah.
Rhenals, A. E., and Bras, R. L.(1981). “The irrigation scheduling problem and evapotranspiration uncertainty.” Water Resour. Res., 17(5), 1328–1338.
Schmidt, O., and Plate, E. J. (1980). “A forecasting model for the optimal scheduling of a reservoir supplying an irrigated area in an arid environment.” Hydrological Forecasting, IAHS Publ. No. 129:491–500.
Shanan, L.(1992). “Planning and management of irrigation systems in developing countries.” Agric. Water Manage., 22, 1–234.
Shyam, R., Chauhan, H. S., and Sharma, J. S.(1994). “Optimal operation scheduling model for a canal system.” Agric. Water Manage., 26, 213–225.
Smith, A. (1991). Report on the expert consultation on procedures for revision of FAO guidelines for prediction of crop water requirements. Food and Agriculture Organization of the United Nations, Rome.
Sritharan, S. I., Clyma, W., and Richardson, E. V.(1988). “On-farm application system design and project-scale water management.” J. Irrig. Drain. Eng., 114(4), 622–643.
Stewart, J. I., and Hagan, R. M.(1973). “Functions to predict effects of crop water deficits.” J. Irrig. Drain. Eng. 99(4), 421–439.
Sudar, R. A., Saxton, K. E., and Spomer, R. G.(1981). “A predictive model of water stress in corn and soybeans.” Trans. ASAE, 24(1), 97–102.
Suryawanshi, S. N., Choudhari, D. A., Desai, P. T., and Pawar, V. S.(1990). “Crop coefficients of various crops in semi-arid tropics.” J. Ind. Water Resour. Soc.,10(3), 41–43.
Thandaveswara, B. S., Srinivasan, K., Babu, N. A., and Ramesh, S. K.(1992). “Modeling an overdeveloped irrigation system in South India.” Water Resour. Res., 8(1), 17–29.
Trimmer, W. L.(1990). “Applying partial irrigation in Pakistan.” J. Irrig. Drain. Eng., 116(3), 342–353.
Vedula, S., and Mujumdar, P. P.(1992). “Optimal reservoir operation for irrigation of multiple crops.” Water Resour. Res., 28(1), 1–9.
Walker, W. R., and Skogerboe, G. V. (1987). Surface irrigation: Theory and practice. Prentice-Hall, Englewood Cliffs, N.J.
Wardlaw, R., and Barnes, J.(1999). “Optimal allocation of irrigation water supplies in real time.” J. Irrig. Drain. Eng., 1125(6), 345–354.
Yaron, D., and Dinar, A.(1982). “Optimum allocation of farm irrigation water during peak seasons.” Am. J. Agric. Econom., 64, 681–689.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 129Issue 3June 2003
Pages: 155 - 163

History

Received: Dec 6, 2001
Accepted: Mar 29, 2002
Published online: May 15, 2003
Published in print: Jun 2003

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Authors

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S. D. Gorantiwar
Academic Visitor, Water, Engineering and Development Centre, Loughborough Univ., Loughborough, Leics., LE11 3TU, U.K.
I. K. Smout
Director, Water, Engineering and Development Centre, Loughborough Univ., Loughborough, Leics., LE11 3TU, U.K.

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