Technical Papers
Jun 29, 2016

Multiobjective Two-Phase Fuzzy Optimization Approaches in Management of Water Resources

Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 11

Abstract

This study determines the optimal operational strategies for a complex water resource system. These strategies are derived from four conflicting objective functions: maximization of net irrigation benefits, maximization of employment generation, minimization of cultivation cost, and maximization of revenue generation from industrial and municipal supplies. Multiobjective fuzzy linear programming (MOFLP) models, i.e., the maximum-minimum (max-min) operator, two-phase MOFLP (TPMOFLP), and fuzzy compromise approach (average operator), are derived from the individual linear programming solutions of these objective functions. The performances of the derived MOFLP models are compared for inflows that have different probabilities of exceedance with reference to the overall degree of satisfaction, irrigation intensity, and optimized values of the relevant objective functions. The cropping pattern obtained from the recommended MOFLP model, i.e., average operator Case-I (overall degree of satisfaction λ=0.75), is compared with the actual cropping pattern in the command area in recent years to highlight the need for the developed model. The irrigation intensity for the whole command area from the recommended MOFLP model (104.6%) has been found to be significantly higher than the actual cropping patterns adopted in recent years. The net irrigation benefits, employment generation, cost of cultivation, and municipal and industrial revenue obtained from the recommended MOFLP model are Rs 11,058.27 million, 33,414.62 thousand work days, Rs 5,622.20 million, and Rs 2,686.25 million, respectively. Additionally, the performance of the water resource system using the recommended model is simulated based on 36 years of historical data and 100 years of synthetically generated data and is measured in terms of the performance indices reported by previous studies. The analyses show that the irrigation deficit will increase from 11.22×106m3 for the past 36 years to 26.67×106m3 over the next 100 years. The monthly (MFID) and annual frequency irrigation deficits (AFID) will rise from 7.17% (past) to 13.92% (in next 100 years) and from 52.77% (past) to 82% (in next 100 years), respectively.

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Acknowledgments

The authors would like to thank the All India Council for Technical Education (AICTE) for their financial support through the NCP project (4/136). The authors would also like to thank the Surat Irrigation Circle (SIC), Kakrapar Irrigation Division, Surat, Gujarat, India, for providing the necessary data for analysis in the present study.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 142Issue 11November 2016

History

Received: Feb 3, 2015
Accepted: Mar 18, 2016
Published online: Jun 29, 2016
Published in print: Nov 1, 2016
Discussion open until: Nov 29, 2016

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A. B. Mirajkar [email protected]
Assistant Professor, Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440010, India. E-mail: [email protected]; [email protected]
P. L. Patel [email protected]
Professor and Head, Dept. of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, Gujarat 395007, India (corresponding author). E-mail: [email protected]

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