Nonlinear Optimization Model for Screening Multipurpose Reservoir Systems
Publication: Journal of Water Resources Planning and Management
Volume 125, Issue 4
Abstract
An optimization model for selecting and sizing potential reservoir and hydropower plant sites on river basins is presented. The model improves on the work of Lall and Miller by replacing the modified sequent peak algorithm for sizing reservoirs with a behavior analysis algorithm that allows operation of the reservoir system with realistic operating policies. A heuristic simulation procedure is used to assess the feasibility of developing self-sustainable hydropower plants at each site. A gradient (derivative) based optimization algorithm is employed to integrate these simulations into an optimal screening model. To enhance the efficiency of the algorithm, the approximate and expensive approach of evaluating derivatives by divided differences is replaced by automatic differentiation. A comparison of the computational performance shows that the optimal solution with automatic differentiation is obtained four times faster than with the divided difference method. The model is developed in the context of river basins in India.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bischof, C., Carle, A., Khademi, P., and Mauer, A. (1996). “ADIFOR 2.0: Automatic differentiation of Fortran77 programs.” IEEE Computational Sci. & Engrg., 3(3), 18–32.
2.
Bischof, C., Whiffen, G., Shoemaker, C., Carle, A., and Ross, A. (1994). “Application of automatic differentiation to groundwater transport models.” Computational methods in water resources X, Alexander Peters, ed., Kluwer, Dordrecht, The Netherlands, 173–182.
3.
Lall, U. (1995). “A yield model for screening surface and ground water development.”J. Water Resour. Plng. and Mgmt., ASCE, 121(1), 9–22.
4.
Lall, U., and Miller, C. W. (1988). “An optimization model for screening multipurpose reservoir systems.” Water Resour. Res., 24(7), 953–968.
5.
McMahon, T. A. (1992). “Hydrologic design for water use.” Handbook of hydrology, D. Maidment, ed., McGraw-Hill, New York.
6.
Preliminary study of Par-Tapi-Narmada link. (1991). National Water Development Agency, New Delhi, India.
7.
Sinha, A. K., and Bischof, C. (1998). “Application of automatic differentiation to reservoir design models.”J. Water Resour. Plng. and Mgmt., ASCE, 124(3), 162–167.
8.
Zhou, J. L., and Tits, A. L. (1992). User's guide for FSQP, version 3.1. Sys. Res. Ctr., University of Maryland, College Park, Md.
Information & Authors
Information
Published In
History
Published online: Jul 1, 1999
Published in print: Jul 1999
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.