- -

Refill and Drawdown Rules for Parallel Reservoirs: Quantity and Quality

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

Refill and Drawdown Rules for Parallel Reservoirs: Quantity and Quality

Show full item record

Paredes Arquiola, J.; Lund, JR. (2006). Refill and Drawdown Rules for Parallel Reservoirs: Quantity and Quality. Water Resources Management. 20(3):359-376. doi:10.1007/s11269-006-0325-4

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/63489

Files in this item

Item Metadata

Title: Refill and Drawdown Rules for Parallel Reservoirs: Quantity and Quality
Author: Paredes Arquiola, Javier Lund, Jay R.
UPV Unit: Universitat Politècnica de València. Departamento de Ingeniería Hidráulica y Medio Ambiente - Departament d'Enginyeria Hidràulica i Medi Ambient
Issued date:
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 ...[+]
Subjects: Integrated management , Operations research , Water quality management , Reservoir optimization
Copyrigths: Reserva de todos los derechos
Source:
Water Resources Management. (issn: 0920-4741 )
DOI: 10.1007/s11269-006-0325-4
Publisher:
Springer Verlag (Germany)
Publisher version: http://dx.doi.org/10.1007/s11269-006-0325-4
Description: The final publication is available at Springer via http://dx.doi.org/10.1007/s11269-006-0325-4
Type: Artículo

References

Arnold, U. and Orlob, G. T., 1989, ‘Decision support for estuarine water quality management’, J. Water Resour. Plng. Mgmt. ASCE, 115(6), 775–792.

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.

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. [+]
Arnold, U. and Orlob, G. T., 1989, ‘Decision support for estuarine water quality management’, J. Water Resour. Plng. Mgmt. ASCE, 115(6), 775–792.

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.

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.

Chapra, S. C., 1997, Surface Water-Quality Modeling. McGraw-Hill, New York.

Clark, E. J., 1950, ‘New York control curves’ J. AWWA, 42(9), 823–827.

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.

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.

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.

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), 85–97

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.

Gu, R. R. and Li, Y., 2002, ‘River Temperature sensitivity to hydraulic and meteorological parameters’, Journal of Environmental Management 66, 43–56.

Hayes, D., Labadie, J., Sanders, T., and Brown, J., 1998, ‘Enhancing water quality in hydropower system operations’, Water Resour. Res. 34(3), 471–483.

Johnson, S. A., Stedinger, J. R., and Staschus, K., 1991, ‘Heuristic operating policies for reservoir system simulation’, Water Resour. Res., 27(6), 673–685.

Labadie, J., 2004, ‘Optimal operation of multireservoir systems: State-of-the-art review’, Journal of Water Resources Planning and Management 130(2), 93–111.

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.

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.

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.

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.

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.

Orlob, G. and Simonovic, S., 1982, ‘Reservoir operation for water quality control’, Experience in Operation of Hydrosystems, Water Resources Publications, Highlands Ranch, Colo., 263–285

Sand, G. M., 1984, ‘An analytical investigation of operating policies for water-supply reservoirs in parallel’, PhD dissertation, Cornell University, Ithaca, N.Y.

Strzepek, K. M. and Chapra, S. C., 1990, ‘Do the right thing’, Civ. Engr. ASCE 60(1), 55–56.

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.

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.

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.

[-]

This item appears in the following Collection(s)

Show full item record