Water Resources Management

, Volume 20, Issue 3, pp 359–376 | Cite as

Refill and Drawdown Rules for Parallel Reservoirs: Quantity and Quality

Article

Abstract

This paper presents two operating rules for the refill and drawdown seasons of reservoirs in parallel for water supply, considering water quality. For the refill season a Linear Programming form of the New York City Rule is developed. Another Linear Programming form based on equalizing the probability of emptying each reservoir is developed for the drawdown season. Both formulations are extended to consider stratified water quality in the reservoirs and a water quality requirement for a downstream demand. The refill rule is applied to Shasta and Whiskeytown reservoirs in California (USA). The drawdown rule is applied to Alarcón and Contreras reservoirs in the Júcar Basin (Spain). The results of these applications show the effect of a water quality consideration in water supply operation.

Key words

integrated management operations research water quality management reservoir optimization 

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References

  1. Arnold, U. and Orlob, G. T., 1989, ‘Decision support for estuarine water quality management’, J. Water Resour. Plng. Mgmt. ASCE, 115(6), 775–792.CrossRefGoogle Scholar
  2. Bower, B. T., Hufschmidt, M. M., and Reedy, W. W., 1966, ‘Operating procedures: Their role in the design of water—resource systems by simulation analyses’, A. Maass et al. (eds.), Design of Water-Resource System, Harvard University Press, Cambridge, Mass., 443–458.Google Scholar
  3. Brooke, A., Kendrick, D. and Meeraus, A., 1992, GAMS: A Users Guide: Release 2.25, The Scientific Press Series, Boyd and Fraser Publishing Co. Danvers, MA 01923.Google Scholar
  4. Chapra, S. C., 1997, Surface Water-Quality Modeling. McGraw-Hill, New York.Google Scholar
  5. Clark, E. J., 1950, ‘New York control curves’ J. AWWA, 42(9), 823–827.Google Scholar
  6. Clark, E. J., 1956, ‘Impounding reservoirs’ J. AWWA, 48(4), 349–354. Engineering manual: Engineering and design, Hydropower. (1985). EM 1110–1701, U.S. Army Corps of Engineers, Washington, D.C.Google Scholar
  7. Costa, J. R. and Loucks, D. P., 1987, ‘Water quality management in the Ave River: From research to practice’, System Analysis in Water Quality Mgmt. Proc. IAWPRC Symp.Google Scholar
  8. de Azevedo, L. G. T., 1994, ‘Integration of water quantity and quality in multi-sector river basin planning’, PhD thesis, Dept. of Civ. Engrg., Colorado State University, Fort Collins, Colo.Google Scholar
  9. de Azevedo, L. G. T., Gates, T. K., Fontane, D. G., Labadie, J. W., and Porto, R. L., 2000, ‘Integration of water quantity and quality in strategic river basin planning’, J. Water Resour. Plng. Mgmt. ASCE, 126(2), 85–97CrossRefGoogle Scholar
  10. Dai, T. and Labadie, J. W., 2001, ‘River basin network model for integrated water quantity/quality management’, J. Water Resour. Plng. Mgmt. ASCE 27(5). 295–305.Google Scholar
  11. Gu, R. R. and Li, Y., 2002, ‘River Temperature sensitivity to hydraulic and meteorological parameters’, Journal of Environmental Management 66, 43–56.CrossRefGoogle Scholar
  12. Hayes, D., Labadie, J., Sanders, T., and Brown, J., 1998, ‘Enhancing water quality in hydropower system operations’, Water Resour. Res. 34(3), 471–483.CrossRefGoogle Scholar
  13. Johnson, S. A., Stedinger, J. R., and Staschus, K., 1991, ‘Heuristic operating policies for reservoir system simulation’, Water Resour. Res., 27(6), 673–685.CrossRefGoogle Scholar
  14. Labadie, J., 2004, ‘Optimal operation of multireservoir systems: State-of-the-art review’, Journal of Water Resources Planning and Management 130(2), 93–111.CrossRefGoogle Scholar
  15. Loftis, B., Labadie, J. W., and Fontane, D. G., 1985, ‘Optimal operation of a system of lakes for quality and quantity’, H. C. Torno (ed.), Computer Applications in Water Resources, ASCE, New York, 693–702.Google Scholar
  16. Loucks, D. P., Stedinger, J. R., and Haith, D. A. 1981, Water Resource Systems Planning and Analysis, Englewood Cliffs, N. J. Prentice-Hall Inc. ISBN:013945923-5.Google Scholar
  17. Lund, J. R. and Guzman, J., 1996, ‘Developing seasonal and long-term reservoir system operation plans using HEC-PRM’, Tech. Rep. No. RD—40, Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, Calif.Google Scholar
  18. Lund, J. R. and Guzman, J, 1999, ‘Derived operating rules for reservoirs in series or in parallel’, J. Water Resour. Plng. Mgmt. ASCE 143–153.Google Scholar
  19. Mehrez, C., Percia, C., and Oron, G., 1992, ‘Optimal operation of a multisource and multiquality regional water system’, Water Resour. Res. 28(5), 1199–1206.CrossRefGoogle Scholar
  20. Orlob, G. and Simonovic, S., 1982, ‘Reservoir operation for water quality control’, Experience in Operation of Hydrosystems, Water Resources Publications, Highlands Ranch, Colo., 263–285Google Scholar
  21. Sand, G. M., 1984, ‘An analytical investigation of operating policies for water-supply reservoirs in parallel’, PhD dissertation, Cornell University, Ithaca, N.Y.Google Scholar
  22. Strzepek, K. M. and Chapra, S. C., 1990, ‘Do the right thing’, Civ. Engr. ASCE 60(1), 55–56.Google Scholar
  23. Tu, M-Y., Hsu, N-S., and Yeh, W-G., 2003, ‘Optimization of reservoir management and operation with Hedging rules’, J. Water Resour. Plng. Mgmt. ASCE 129(2), 86–97.CrossRefGoogle Scholar
  24. Willey, R. G., Smith, D. J., and Duke, J. H. Jr., 1996, ‘Modeling water-resource systems for water-quality management’, J. Water Resour. Plng. Mgmt. ASCE 171–179.Google Scholar
  25. Wu, R. S., 1988, ‘Derivation of balancing curves for multiple reservoir operation’, MS thesis, Dept. of Civ. and Envir. Engrg., Cornell University, Ithaca, N.Y.Google Scholar

Copyright information

© Springer Science + Business Media, Inc. 2006

Authors and Affiliations

  1. 1.Department of Hydraulic and Environmental EngineeringPolytechnic University of ValenciaValencia

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