Coupled and partially coupled Eulerian‐Lagrangian Model of freshwater‐seawater mixing
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[1] H. H. Cooper,et al. Sea water in coastal aquifers , 1964 .
[2] D. W. Peaceman,et al. Numerical Calculation of Multidimensional Miscible Displacement by the Method of Characteristics , 1964 .
[3] S. Schmork,et al. Upconing of Fresh Water—Sea Water Interface Below Pumping Wells, Field Study , 1969 .
[4] S. P. Neuman,et al. Finite Element Method of Analyzing Steady Seepage with a Free Surface , 1970 .
[5] G. Pinder,et al. A Numerical Technique for Calculating the Transient Position of the Saltwater Front , 1970 .
[6] M. A. Collins,et al. Seawater Intrusion in Layered Aquifers , 1971 .
[7] R. T. Cheng,et al. On seawater encroachment in coastal aquifers , 1974 .
[8] J. Bear,et al. The shape of the interface in steady flow in a stratified aquifer , 1974 .
[9] W. G. Gray,et al. A Galerkin‐finite element technique for calculating the transient position of the saltwater front , 1975 .
[10] G. Gambolati. Transient free surface flow to a well: An analysis of theoretical solutions , 1976 .
[11] George F. Pinder,et al. Transient Simulation of Saltwater Intrusion in Southeastern Florida , 1976 .
[12] Ad McCowan. Numerical Simulation of Shallow Water Waves , 1978 .
[13] J. Bredehoeft,et al. Computer model of two-dimensional solute transport and dispersion in ground water , 1978 .
[14] John L. Wilson,et al. A numerical model of seawater intrusion in aquifers , 1979 .
[15] Charles R. Faust,et al. Simulation of Salt‐Water Interface Motion , 1980 .
[16] Gour-Tsyh Yeh,et al. On the computation of Darcian velocity and mass balance in the finite element modeling of groundwater flow , 1981 .
[17] James A. Liggett,et al. Boundary integral equation solutions to moving interface between two fluids in porous media , 1981 .
[18] S. P. Neuman,et al. A Eulerian-Lagrangian numerical scheme for the dispersion-convection equation using conjugate space-time grids , 1981 .
[19] E. Frind. Simulation of long-term transient density-dependent transport in groundwater , 1982 .
[20] E. Frind. Seawater intrusion in continuous coastal aquifer-aquitard systems , 1982 .
[21] K. Rushton,et al. An assessment of the importance of some parameters for seawater intrusion in aquifers and a comparison of dispersive and sharp-interface modelling approaches , 1982 .
[22] T. F. Russell,et al. NUMERICAL METHODS FOR CONVECTION-DOMINATED DIFFUSION PROBLEMS BASED ON COMBINING THE METHOD OF CHARACTERISTICS WITH FINITE ELEMENT OR FINITE DIFFERENCE PROCEDURES* , 1982 .
[23] The Conjugate Gradients in Subsurface Flow and Land Subsidence Modelling , 1984 .
[24] James A. Liggett,et al. Boundary Integral Solution to Seawater Intrusion Into Coastal Aquifers , 1984 .
[25] S. P. Neuman. Adaptive Eulerian–Lagrangian finite element method for advection–dispersion , 1984 .
[26] C. Voss,et al. SUTRA (Saturated-Unsaturated Transport). A Finite-Element Simulation Model for Saturated-Unsaturated, Fluid-Density-Dependent Ground-Water Flow with Energy Transport or Chemically-Reactive Single-Species Solute Transport. , 1984 .
[27] K. Stolzenbach,et al. The 2-D, Unsteady, Transport Equation Solved by the Combined Use of the Finite Element Method and the Method of Characteristics , 1984 .
[28] Randall J. Charbeneau,et al. Saltwater upconing in unconfined aquifers , 1985 .
[29] W. Sanford,et al. A two-constituent solute-transport model for ground water having variable density , 1985 .
[30] B. Thomas,et al. Runge-Kutta methods , 2007, Scholarpedia.
[31] W. R. Souza,et al. Variable density flow and solute transport simulation of regional aquifers containing a narrow freshwater‐saltwater transition zone , 1987 .
[32] Clifford I. Voss,et al. Analysis of an anisotropic coastal aquifer system using variable-density flow and solute transport simulation , 1987 .
[33] James R. Fair,et al. Applied numerical methods with personal computers , 1987 .
[34] P. F. Andersen,et al. Saltwater intrusion in aquifers: Development and testing of a three‐dimensional finite element model , 1987 .
[35] M. Hill. A Comparison of Coupled Freshwater-Saltwater Sharp-Interface and Convective-Dispersive Models of Saltwater Intrusion in a Layered Aquifer System , 1988 .
[36] The behavior of groundwater with dispersion in coastal aquifers , 1988 .
[37] S. P. Neuman,et al. Three-Dimensional Adaptive Eulerian-Lagrangian Finite Element Method for Advection-Dispersion , 1988 .
[38] H.-J. Diersch,et al. Finite element modelling of recirculating density-driven saltwater intrusion processes in groundwater , 1988 .
[39] M. Sherif,et al. A two-dimensional finite element model for dispersion (2D-FED) in coastal aquifers , 1988 .
[40] George F. Pinder,et al. Can the Sharp Interface Salt-Water Model Capture Transient Behavior? , 1988 .
[41] S. Majid Hassanizadeh,et al. On the modeling of brine transport in porous media , 1988 .
[42] A Comparative Analysis of Mathematical Mass Transport Codes for Groundwater Pollution Studies , 1988 .
[43] Giuseppe Gambolati,et al. On boundary conditions and point sources in the finite element integration of the transport equation , 1989 .
[44] H. Essaid. A multilayered sharp interface model of coupled freshwater and saltwater flow in coastal systems: Model development and application , 1990 .
[45] M. A. Celia,et al. A Eulerian-Lagrangian localized adjoint method for reactive transport in groundwater. , 1990 .