Development and Application of an Integrated Optimization-Simulation Model for Major Irrigation Projects
Publication: Journal of Irrigation and Drainage Engineering
Volume 131, Issue 6
Abstract
A nonlinear, constrained multivariable optimization routine is developed for deciding the optimal canal water release and linked to a canal hydraulic module (MIKE 11) and command hydrological module (MIKE SHE). The optimization routine is solved using the sequential quadratic programming (SQP) technique. The hydraulic and the hydrological modules are calibrated and validated independently, and the results are found to be satisfactory. The integrated optimization-simulation model is applied to the Right Bank Main Canal System of Kangsabati Irrigation Project, West Bengal, India. An improved rotational delivery schedule based on long-term field data analysis is also developed. Three simulation scenarios are considered. These are (1) MIKE 11 and MIKE SHE simulation, (3) integrated optimization simulation, and (3) integrated optimization-simulation with improved schedule. Simulations were performed for Kharif (rainy) irrigation periods for 3 different years (1995–1997). The intercomparison of the three simulation scenarios showed that the application of the integrated optimization-simulation model reduced the gap between irrigation water supply and crop water demand and improved the spatial distribution of supply, thereby, minimizing the tail-end deprivation.
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References
Albuquerque, F. G. de., and Labadie, J. W. (1997). “Optimal nonlinear predictive control for canal operations.” J. Irrig. Drain. Eng., 123(1), 45–54.
American Society for Civil Engineers' Task Committee on Definition of Criteria for Evaluation of Watershed Models of the Watershed Management Committee, Irrigation and Drainage Division (ASCE). (1993a). “Criteria for evaluation of watershed models.” J. Irrig. Drain. Eng., 119(3), 429–442.
American Society for Civil Engineers Task Committee on Irrigation Canal System Hydraulic Modeling (ASCE). (1993b). “Unsteady-flow modeling of irrigation canals.” J. Irrig. Drain. Eng., 119(4), 615–630.
Biswas, A. K. (1994). “Considerations for sustainable irrigation development in Asia.” Water Resour. Dev., 10(4), 457–474.
Boman, B. J., and Hill, R. W. (1989). “LP operation model for on-demand canal systems.” J. Irrig. Drain. Eng., 115(4), 687–700.
Bower, B. T., and Hufschmidt, M. M. (1984). “A conceptual framework for analysis of water resources management in Asia.” Nat. Resour. Forum, 8(4), 343–356.
Chambers, R. (1988). Managing canal irrigation: Practical analysis from South Asia, Cambridge University Press, Cambridge, U.K.
Chitale, M. A. (1994). “Irrigation for poverty alleviation.” Water Resour. Dev., 10(4), 383–392.
Danish Hydraulic Institute (DHI). (1988). MIKE 11 scientific documentation and user guide, DHI, Copenhagen, Denmark.
Das, B. (1993). “An integrated optimization simulation approach for optimal operation of a large irrigation canal system.” PhD dissertation, School of Civil Engineering, AIT, Bangkok, Thailand.
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.
Jensen, K. H. (1983). “Simulation of water flow in the unsaturated zone including the root zone.” Technical Series Paper No. 33, Institute of Hydrodynamics and Hydraulic Engineering, Technical Univ. of Denmark, Copenhagen, Denmark.
Kangsabati Command Area Development Authority (CADA). (1997). Annual Rep. 1996–97. CADA, Bankura, West Bengal, India.
Kristensen, K. J., and Jensen, S. E. (1975). “A model for estimating actual evapotranspiration from potential transpiration.” Nord. Hydrol., 6, 170–188.
Lin, Z., and Manz, D. H. (1992). “Optimal operation of irrigation canal systems using nonlinear programming—A dynamic simulation model.” Proc., CEMAGREF-IIMI Int. Workshop on the Application of Mathematical Modelling for the Improvement of Irrigation Canal Operation, Montpellier, France, 297–305.
Loof, R., Paudyal, G. N., and Manguerra, H. B. (1991). “Mathematical modeling of irrigation canal systems—State of the art.” Monograph No. 2, Agricultural Land and Water Development Program, Asian Institute of Technology, Bangkok, Thailand.
Majumdar, P. P., and Ramesh, T. V. S. (1997). “Real time reservoir operation for irrigation.” Water Resour. Res., 33(5), 1157–1164.
Mishra, A., Anand, A., Singh, R., and Raghuwanshi, N. S. (2001). “Hydraulic modeling of Kangsabati main canal for performance assessment.” J. Irrig. Drain. Eng., 127(1), 27–34.
Mishra, A., Singh, R., and Raghuwanshi, N. S. (2002). “Alternative delivery scheduling for improved canal system performance.” J. Irrig. Drain. Eng., 128(4), 244–248.
Poonambalam, K., and Adams, B. J. (1996). “Stochastic optimization of multi reservoir systems using a heuristic algorithm: case study from India.” Water Resour. Res., 32(3), 733–741.
Prathap, G. N., Mishra, A., Singh, R., and Raghuwanshi, N. S. (2000). “Hydraulic modeling of a major irrigation project using MIKE 11.” Proc., Int. Agricultural Engineering Conf., AIT, Bangkok, Thailand, 375–385.
Ravikumar, V., and Venugopal, K. (1998). “Optimal operation of South Indian Irrigation systems.” J. Water Resour. Plan. Manage., 124(5), 264–271.
Sanmugnathan, K., and Bolton, P. (1988). “Water management in third world irrigation schemes—Lesson from the field.” ODU Bull. 11, Hydraulic Research, London.
Sreevidya, M. L., Mishra, A., Singh, R., and Raghuwanshi, N. S. (2000). “Hydrological modelling of a major irrigation command using MIKE SHE.” Proc., Int. Conf. on Integrated Water Resources Management for Sustainable Development, New Delhi, India, 700–710.
Vedula, S., and Majumdar, P. P. (1992). “Optimal reservoir operation for irrigation of multiple crops.” Water Resour. Res., 28(1), 1–9.
Vedula, S., and Nagesh Kumar, D. (1996). “An integrated model for optimal reservoir operation for irrigation of multiple crops.” Water Resour. Res., 32(4), 1101–1108.
Wade, R. (1983). Managing a drought with canal irrigation: A case study, Institute of Development Studies, Sussex, U.K.
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© 2005 ASCE.
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Received: Apr 6, 2004
Accepted: Oct 22, 2004
Published online: Dec 1, 2005
Published in print: Dec 2005
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