• Andreu, J., and A. Sahuquillo (1987), Efficient aquifer simulation in complex systems, J. Water Resour. Plann. Manage., 113(1), 110129.
  • Andreu, J., J. Labadie, and A. W. Burns (1982), Optimal stream-aquifer management, in Water and Energy: Technical and Policy Issues, pp. 578586, Am. Soc. Civ. Eng., New York.
  • Andreu, J., J. Capilla, and E. Sanch's (1996), AQUATOOL, a generalized decision support system for water-resources planning and management, J. Hydrol., 177, 269291.
  • Carslaw, H. S., and J. C. Jaeger (1959), Conduction of Heat in Solids, Oxford Univ. Press, New York.
  • Glover, R. E., and G. G. Balmer (1954), Stream depletion resulting from pumping a well near a stream, Eos Trans. AGU, 35(3), 468470.
  • Guo, W. (1996), Transient groundwater flow between reservoirs and water-table aquifers, J. Hydrol., 195, 370384.
  • Hantush, M. S. (1965), Wells near streams with semipervious beds, J. Geophys. Res., 70(12), 28292838.
  • Hunt, B. (1999), Unsteady stream depletion from groundwater pumping, Ground Water, 37(1), 98102.
  • Maddock, T.III (1972), Algebraic technological function from a simulation model, Water Resour. Res., 8(1), 129134.
  • Marino, M. A. (1973), Water table fluctuations in semipervious stream unconfined systems, J. Hydrol., 19, 4352.
  • Matsukawa, J., B. A. Finney, and R. Willis (1992), Conjunctive use planning in Mad River basin, California, J. Water Resour. Plann. Manage., 118(2), 115132.
  • McDonald, M. G., and A. W. Harbough (1988), A modular three-dimensional finite difference ground water flow model, U.S. Geol. Surv. Open File Rep., 83-875, 586 pp.
  • Morel-Seytoux, H. J., and G. J. Daly (1975), A discrete kernel generator for stream-aquifer studies, Water Resour. Res., 11(2), 253260.
  • Ostfeld, A., E. Muzaffar, and K. E. Lansey (1999), Analytical ground-water flow solutions for channel-aquifer interactions, J. Irrig. Drain. Eng., 125(4), 196202.
  • Pulido-Velazquez, D., J. Andreu, A. Sahuquillo, and S. Molina (2004), An efficient distributed groundwater flow model of the “Sinclinal de Calasparra” aquifer integrated in a conjunctive use model, in Finite Element Models, MODFLOW and More: Solving Groundwater Problems, edited by K. Kovar et al., pp. 325328.
  • Pulido-Velazquez, M. A. (2003), Optimización económica de la gestión del uso conjunto de aguas superficiales y subterráneas en un sistema de recursos h'dricos, Ph.D. dissertation, Tech. Univ. of Valencia, Valencia, Spain.
  • Pulido-Velazquez, M. A., A. Sahuquillo-Herraiz, J. C. Ochoa-Rivera, and D. Pulido-Velazquez (2005), Modeling of stream-aquifer interaction: The embedded multireservoir model, J. Hydrol., 313(3–4), 166181.
  • Sahuquillo, A. (1983), An eigenvalue numerical technique for solving unsteady groundwater continuously in time, Water Resour. Res., 19(1), 8793.
  • Schwarz, J. (1976), Linear models for groundwater management, J. Hydrol., 28, 377392.
  • Theodossiou, N. P. (2004), Application of non-linear simulation and optimization models in groundwater aquifer management, Water Resour. Manage., 18, 125141.
  • Upadhayaya, A., and H. S. Chauhan (2001), Falling water tables in horizontal/sloping aquifers, J. Irrig. Drain. Eng., 127(6), 378385.