An efficient conceptual model to simulate surface water body-aquifer interaction in conjunctive use management models

Water Resources Research

Volumn 43, Issue 7, 2007, Pages

  Pulido Velazquez, David ^a   Sahuquillo, Andrés ^a   Andreu, Joaquín ^a   Pulido Velazquez, Manuel ^a  

^a UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

AQUIFERS; COMPUTATION THEORY; COMPUTER SIMULATION; FINITE DIFFERENCE METHOD; OPTIMIZATION; PARAMETER ESTIMATION;

EIGENVALUE TECHNIQUES; HYDRODYNAMIC PARAMETERS;

SURFACE WATERS;

AQUIFERS; COMPUTATION THEORY; COMPUTER SIMULATION; FINITE DIFFERENCE METHOD; OPTIMIZATION; PARAMETER ESTIMATION; SURFACE WATERS;

AQUIFER; CONCEPTUAL FRAMEWORK; GEOMETRY; GROUNDWATER-SURFACE WATER INTERACTION; MANAGEMENT; SPATIAL DISTRIBUTION;

EID: 36649029324     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2006WR005064     Document Type: Article

References (33)

1. Andreu, J., and A. Sahuquillo (1987), Efficient aquifer simulation in complex systems, J. Water Resour. Plann. Manage., 113(1), 110-129.
2. Andreu, J., J. Capilla, and E. Sanchis (1996), AQUATOOL, a generalized decision support system for water-resources planning and management, J. Hydrol., 177, 269-291.
3. Belaineh, G., R. C. Peralta, and T. C. Hughes (1999), Simulation/optimization modeling for water resources management, J. Water Resour. Plann. Manage., 125(3), 154-161.
4. Doherty, J., L. Brebber, and P. Whyte (2002), PEST-Modelling dependent parameter estimation. Water Mark Computing. Corinda, Australia.
5. Estrela, T., and A. Sahuquillo (1997), Modeling the response of a karstic spring at Arteta aquifer in Spain, Ground Water, 35(1), 18-24.
6. Fenicia, F., H. H. G. Savanije, G. Matgen, and G. Pfister (2006), Is the groundwater reservoir linear? Learning from data in hydrological modelling, Hydrol. Earth Syst. Sci., 10, 139-150.
7. Fredericks, J. W., J. W. Labadie, and J. M. Altenhofen (1998), Decision support system for conjunctive stream-aquifer management, J. Water Resour. Plann. Manage., 124(2), 69-78.
8. Glover, R. E. (1977), Transient Groundwater Hydraulics. Water Resour. Publications, Inc., Highlands Ranch, Co.
9. Gorelick, S. M. (1983), A review of distributed parameter groundwater management modeling methods, Water Resour. Res., 19(2), 305-319.
10. Karamouz, M., R. Kerachian, and B. Zahraie (2004), Monthly water resources and irrigation planning: Case study of conjunctive use of surface and groundwater resources, J. Irrig. Drain. Eng., 130(5), 391-402.
11. Kuiper, L. K. (1973), Analytic solution of spatially discretized groundwater flow equations, Water Resour. Res., 9(4), 1094-1097.
12. Maddock, T., III (1972), Algebraic technological from a simulation model, Water Resour. Res., 8(1), 129-134.
13. Maillet, O. E. (1905), Essais dhydraulique souterraine et fluviale, 218 pp., Hermann, Paris.
14. Matsukawa, J., B. A. Finney, and R. Willis (1992), Conjunctive use planning in Mad river basin, California, J. Water Resour. Plann. Manage., 118(2), 115-132.
15. McDonald, M. G., and A. W. Harbough, (1988), A modular three dimensional finite difference ground water flow model, 83-875, U.S. Geol. Surv. Washinton D.C., Open-File Report.
16. McKinney, D. C., X. Cai, M. W. Rosegrant, C. Ringler, and C. A. Scott (1999), Modeling water resources management at the basin level: review and future directions. SWIM paper no. 6, International Water Management Institute, Colombo, Sri Lanka.
17. Morel-Seytoux, H. J., and G. J. Daly (1975), A discrete kernel generator for stream-aquifer studies, Water Resour. Res., 11(2), 253-260.
18. Noel, J. E., and R. E. Howitt (1982), Conjunctive multibasin management: An optimal control approach, Water Resour. Res., 18(4), 753-763.
19. Peralta, R. C., H. Azarmnia, and S. Takahashi (1991), Embedding and response matrix techniques for maximizing steady-state groundwater extraction: Computational comparison, Ground Water, 29(3), 357-3624.
20. Peralta, R. C., R. R. A. Cantiller, and J. E. Terry (1995), Optimal large scale conjunctive water-use planning: Case study, J. Water Resour. Plann. Manage., 121(6), 471-478.
21. Pulido-Velázquez, M., J. Andreu, A. Sahuquillo, V. Pinilla, A. Sánchez, J. Capilla, and J. Paredes (2002), Optimization of water resources management under aquifer overexploitation conditions: The Adra-Campo de Dalias system, Spain, Hydraulic Information Management, edited by C. A. Blain and W. R. Brebbia, 87-99, WIT Press, Southampton, Boston, USA.
22. Pulido-Velázquez, M. A., A. Sahuquillo-Herraiz, J. C. Ochoa-Rivera, and D. Pulido-Velázquez (2005), Modeling of stream-aquifer interaction: The embedded multireservoir model, J. Hydrol., 313, 166-181.
23. Pulido-Velázquez, M., J. Andreu, and A. Sauquillo (2006), Economic optimization of conjunctive use of surface and groundwater at the basin scale, J. Water Resour. Plann. Manage., 132(6), 454-467.
24. Rai, S. N., D. V. Ramana, and R. N. Singh (1998), On the prediction of ground-water mound formation in response to transient recharge from a circular basin, Water Resour. Manage., 12, 271-284.
25. Sahuquillo, A. (1983a), An eigenvalue numerical technique for solving unsteady groundwater continuously in time, Water Resour. Res., 19(1), 87-93.
26. Sahuquillo, A. (1983b), Modelos pluricelulares englobados. In Utilización conjunta de aguas superficiales y subterráneas, 36-43, Servicio Geológico de Obras Públicas - U.P.V. Spain.
27. Schwarz, J. (1976), Linear models for groundwater management, J. Hydrol., 28, 377-392.
28. Simonovic, S. P. (2000), Tools for water management. One view of the future, Water Int., 25(1), 76-88.
29. Sloan, W. T. (2000), A physics-based function for modeling transient groundwater discharge at the watershed scale, Water Resour. Res., 36(1), 225-241.
30. Sophocleous, M., A. Koussis, J. L. Martin, and S. P. Perkins (1995), Evaluation of simplified stream-aquifer depletion models for water rights administration, Ground Water, 33(4), 579-588.
31. Tallaksen, L. M. (1995), A review of baseflow recession analysis, J. Hydrol., 165, 349-375.
32. Theodossiou, N. P. (2004), Application of non-linear simulation and optimization models in groundwater aquifer management, Water Resour. Manage., 18, 125-141.
33. Zettl, A. (2005), Sturm-Liouville theory, Am. Math. Soc., Math. Surv. Monogr., 121, 328.