TECHNICAL PAPERS
Jun 25, 2011

Sectoral Conjunctive Use Planning for Optimal Cropping under Hydrological Uncertainty

Publication: Journal of Irrigation and Drainage Engineering
Volume 138, Issue 2

Abstract

The canal command of the Hirakud multipurpose major irrigation project of Orissa in eastern India is under severe threat of waterlogging in the monsoon season and acute shortage of irrigation water in the nonmonsoon season. An irrigation scheduling model (ISM) and a linear-programming optimization model (LPM) under hydrologic uncertainty were developed with a view to manage the available land and water resources of the canal command effectively. The ISM was used to predict actual crop yield under different irrigation strategies—namely, full and deficit depths of irrigation. The crop yield obtained by the ISM under different irrigation management strategies was used in the LPM to optimize the land and water resources of the canal command at different probability of exceedances of net irrigation requirement and canal-water availability. The net annual return was found to decrease with the increase in the level of deficit with maximum return under full irrigation strategy. Hence, from the benefit point of view, crops must be provided with adequate irrigation. Most beneficial crops with comparatively lower water requirements, like pulses and vegetables, should be given priority, and the present practice of extensive rice cultivation should be limited to minimum possible extent for sustainable protection against global warming. It was also found that the uncertainty factor does not show any visible effect on the cropping pattern, which in turn is reflected in the overall water resources utilization pattern of the canal command. From the sensitivity point of view, cropping area should be given emphasis, followed by the market price and cost of cultivation of different crops during the course of further study.

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Acknowledgments

The authors wish to express their sincere thanks to the CGWB, Bhubaneswar; the Command Area Development Authority, Sambalpur; and the Regional Research Transfer and Training Station (under Orissa Univ. of Agriculture and Technology, Bhubaneswar), Chiplima, for providing all necessary data and information. The financial support received from the UNSPECIFIEDDST-DAAD-PPP-2004 project and Indian Institute of Technology, Kharagpur (India), is also gratefully acknowledged.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 138Issue 2February 2012
Pages: 145 - 155

History

Received: Sep 2, 2010
Accepted: Jun 23, 2011
Published online: Jun 25, 2011
Published in print: Feb 1, 2012

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Authors

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Assistant Professor, College of Agricultural Engineering and Technology, Anand Agricultural Univ., Godhra 389001, Gujarat, India (corresponding author). E-mail: [email protected]
Sudhindra N. Panda, M.ASCE
Professor and Head, School of Water Resources, Indian Institute of Technology Kharagpur-721302, West Bengal, India.
P. M. Inamdar
Research Scholar, School of Engineering and Science, Victoria Univ., 3011, Melbourne, Australia.

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