How can man-made water reservoirs be accounted for in a lumped rainfall-runoff model?

Water Resources Research

Volumn 44, Issue 3, 2008, Pages

  Payan, Jean Luc ^a,b   Perrin, Charles ^a   Andréassian, Vazken ^a   Michel, Claude ^a  

^a CEMAGREF   (France)

^b Danish Hydraulic Institute   (France)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; MATHEMATICAL MODELS; RUNOFF; WATERSHEDS;

MAN-MADE RESERVOIRS; WATER WORKS;

RESERVOIRS (WATER);

COMPUTER SIMULATION; MATHEMATICAL MODELS; RESERVOIRS (WATER); RUNOFF; WATERSHEDS;

LOW FLOW; RAINFALL-RUNOFF MODELING; RESERVOIR; SPATIAL DISTRIBUTION; WATER MANAGEMENT; WATER RESOURCE;

BRAZIL; EURASIA; EUROPE; FRANCE; NORTH AMERICA; SOUTH AMERICA; UNITED STATES; WESTERN EUROPE;

EID: 43049138370     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2007WR005971     Document Type: Article

References (26)

1. Andréassian, V., A. Hall, N. Chahinian, and J. Schaake (2006), Introduction and Synthesis: Why should hydrologists work on a large number of basin data sets?, in Large sample basin experiments for hydrological model parameterization: Results of the Model Parameter Experiment - MOPEX, edited by V. Andréassian, A. Hall, N. Chahinian and J. Schaake, IAHS Publication no307, pp. 1-5.
2. Batalla, R. J., C. M. Gomez, and G. M. Kondolf (2004), Reservoir-induced hydrological changes in the Ebro River basin (NE Spain), J. Hydrol., 290(1-2), 117-136.
3. Bentura, P. L. F., and C. Michel (1997), Flood routing in a wide channel with a quadratic lag-and-route method, Hydrol. Sci. J., 42(2), 169-189.
4. Desconnets, J. C., A. Diallo, O. Traore, J. M. Chene, and G. Morin (1998), Exemple d'application du modèle CEQUEAU-ONU: évaluation de l'impact des aménagements sur les écoulements de la rivière Nakambé, Burkina Faso, IAHS Publication no252, 375-385.
5. Edijatno, N., O. Nascimento, X. Yang, Z. Makhlouf, and C. Michel (1999), GR3J: A daily watershed model with three free parameters, Hydrol. Sci. J., 44(2), 263-211.
6. Güntner, A., M. S. Krol, J. C. De Araújo, and A. Bronstert (2004), Simple water balance modelling of surface reservoir systems in a large data-scarce semiarid region, Hydrol. Sci. J., 49(5), 901-918.
7. Ivkovic, K. M.-J. (2006), Modelling Groundwater-River Interactions for Assessing Water Allocation Options, PhD thesis, 233 pp, The Australian National University, Australia.
8. Ivkovic, K., B. Croke, R. Letcher, and R. Evans (2005), The development of a simple model to investigate the impact of groundwater extraction on river flows in the Namoi catchment, NSW Australia, paper presented at Where waters meet - NZHSIAH-NSSSS Conference Auckland, New Zealand.
9. Klemeš, V. (1986), Operational testing of hydrological simulation models, Hydrol. Sci. J., 31(1), 13-24.
10. Lajoie, F., A. A. Assani, A. G. Roy, and M. Mesfioui (2007), Impacts of dams on monthly flow characteristics. The influence of watershed size and seasons, J. Hydrol., 334(3-4), 423-439.
11. Le Moine, N., V. Andréassian, C. Perrin, and C. Michel (2007), How can rainfall-runoff models handle intercatchment groundwater flows? Theoretical study based on 1040 French catchments, Water Resour. Res., 43(6), W06428, doi:10.1029/2006WR005608.
12. Magilligan, F. J., and K. H. Nislow (2005), Changes in hydrologic regime by dams, Geomorphology, 71(1-2), 61-78.
13. Michel, C., C. Perrin, and V. Andréassian (2003), The exponential store: A correct formulation for rainfall-runoff modelling, Hydrol. Sci. J., 48(1), 109-124.
14. Morin, G. (2002), CEQUEAU hydrological model, in Mathematical models of large watershed hydrology, edited by V. P. Singh and D. K. Frevert, pp. 507-576, Water Resources Publications, Highlands Ranch, Colorado.
15. Morin, G., J. P. Fortin, and R. Charbonneau (1975), Utilisation du modèle hydrophysiographique CEQUEAU pour l'exploitation des réservoirs artificiels, IAHS Publication no115, 176-184.
16. Moulin, L., C. Perrin, C. Michel, and V. Andreassian (2005), Prise en compte de barrages-réservoirs dans un modèle pluie-débit global: application au cas du bassin de la Seine amont (Taking into account water storage data in a lumped rainfall-runoff model: case study on the Seine basin), La Houille Blanche, 5, 79-87.
17. Nash, J. E., and J. V. Sutcliffe (1970), River flow forecasting through conceptual models. Part I - A discussion of principles., J. Hydrol., 27(3), 282-290.
18. Oudin, L., F. Hervieu, C. Michel, C. Perrin, V. Andréassian, F. Anctil, and C. Loumagne (2005a), Which potential evapotranspiration input for a rainfall-runoff model? Part 2 - Towards a simple and efficient PE model for rainfall-runoff modelling, J. Hydrol., 303(1-4), 290-306.
19. Oudin, L., C. Michel, and F. Anctil (2005b), Which potential evapotranspiration input for a rainfall-runoff model? Part 1 - Can rainfall-runoff models effectively handle detailed potential evapotranspiration inputs?, J. Hydrol., 303(1-4), 275-289.
20. Oudin, L., V. Andréassian, T. Mathevet, C. Perrin, and C. Michel (2006), Dynamic averaging of rainfall-runoff model simulations from complementary model parameterizations, Water Resour. Res., 42(7), W07410, doi:10.1029/2005WR004636.
21. Payan, J. L. (2007), Prise en compte de barrages-réservoirs dans un modèle global pluie-débit, PhD thesis, 256 pp, ENGREF (Paris), Cemagref (Antony).
22. Perrin, C., C. Michel, and V. Andréassian (2001), Does a large number of parameters enhance model performance? Comparative assessment of common catchment model structures on 429 catchments, J. Hydrol., 242(3-4), 275-301.
23. Perrin, C., C. Michel, and V. Andréassian (2003), Improvement of a parsimonious model for streamflow simulation, J. Hydrol., 279(1-4), 275-289.
24. Peters, D. L., and T. D. Prowse (2001), Regulation effects on the lower Peace River, Canada, Hydrol. Processes, 15(16), 3181-3194.,
25. Refsgaard, J. C., and J. Knudsen (1996), Operational validation and intercomparison of different types of hydrological models, Water Resour. Res., 32(7), 2189-2202.
26. Reed, S., V. Koren, M. Smith, Z. Zhang, F. Moreda, and D. J. Seo (2004), Overall distributed model intercomparison project results, J. Hydrol., 298(1-4), 27-60.