Quasi-Three-Dimensional Optimization Model of Jakarta Basin
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[1] Rangesan Narayanan,et al. Optimal Control Model for Groundwater Management , 1986 .
[2] U. Shamir,et al. Optimal Annual Operation of a Coastal Aquifer , 1984 .
[3] Manoutchehr Heidari. Application of Linear System's Theory and Linear Programming to Ground Water Management in Kansas , 1982 .
[4] Hasan Yazicigil,et al. Optimization Model for Groundwater Management in Multi‐Aquifer Systems , 1987 .
[5] Hedeff I. Essaid,et al. THE COMPUTER MODEL SHARP, A QUASI-THREE-DIMENSIONAL FINITE-DIFFERENCE MODEL TO SIMULATE FRESHWATER AND SALTWATER FLOW IN LAYERED COASTAL AQUIFER SYSTEMS , 1990 .
[6] Robert Willis,et al. Optimization Model for Ground-water Planning , 1984 .
[7] H. Essaid. A multilayered sharp interface model of coupled freshwater and saltwater flow in coastal systems: Model development and application , 1990 .
[8] S. Gorelick. A review of distributed parameter groundwater management modeling methods , 1983 .
[9] Tissa H. Illangasekare,et al. Stream‐aquifer influence coefficients as tools for simulation and management , 1982 .
[10] Douglas A. Haith. Environmental systems optimization , 1982 .
[11] Robert Willis,et al. Planning Model for Optimal Control of Saltwater Intrusion , 1988 .
[12] Thomas Maddock,et al. Algebraic technological function from a simulation model , 1972 .
[13] T. Maddock. NONLINEAR TECHNOLOGICAL FUNCTIONS FOR AQUIFERS WHOSE TRANSMISSIVITIES VARY WITH DRAWDOWN. , 1974 .
[14] N. C. Matalas,et al. Apparent regional skew , 1977 .
[15] L. Jones,et al. Optimal control of nonlinear groundwater hydraulics using differential dynamic programming , 1987 .
[16] R. Willis,et al. Optimal Control of Nonlinear Groundwater Hydraulics: Theoretical Development and Numerical Experiments , 1985 .