Concentration influence matrix, 282
Condition simulation, 244
Conjunctive use, 287
Constraints, 3
Contaminant transport problems,
groundwater flow and, FORTRAN
program for solving coupled, 300-354
Continuity equation, 26, 187
Continuous injection problem, 56
Convection-diffusion equations, 26-27
Convergence, 76
Convolution, 197
Coordinate transformation, 112
Correlation length, 236
Coupled inverse problems, 224
definition of, 223-226
experimental design for, 234-235
of groundwater flow and mass
transport, 223-235
Courant number, 161
local, 155
Covariance function, 236
Covariance matrix, 239
Crank-Nicolson difference scheme, 76
Cubic element, 107
Curve fitting parameters, 254
Cylindrical coordinates, 40
D
D-optimal design, 234
Darcy velocity, 15, 18
Darcy's Law, 18, 109
Dead-end pores, 15
Decision variables, 3
Deformable solid matrices, 27
Deforming grid method, 154
Density function of normal distribution,
92
Desorption, 16
Deterministic framework, 7
Diffusive velocities and fluxes, 24-25
Dimensionless concentration, 13
Dirac-t5 function, 47,50, 101,230
Direct determination, 217
Dirichlet boundary condition, 45
Discrete fracture method, 260-262
Dispersion
Index
371
numerical, 80-82, 124
principal directions of, 179
three-dimensionaI, in threedimensional flow field, 191
two-dimensional
in two-dimensional horizontal flow
field, 191
in two-dimensional vertical flow
field, 191
Dispersion coefficient, apparent, 216
Dispersion part, computation of, 88-89
Dispersion problems
in fractured rock, 69-72
one-dimensional,56-61
radial, 66-69
two- and three-dimensional, 61-66
finite difference solutions for, 83
Dispersivity
field experiments for determining,
204-213
of porous media, 37
relationship between scales of
experiment and values of,
213-217
Dispersivity tensor, 37
Double-medium method, 258-260
Drawdown influence coefficient, 278
Drawdown influence matrix, 279
Dual linear programming, 284
Dual-weil tests, 207
Dummy node, 164
Dupuit's assumption, 265
Dynamic viscosity, 14
E
Effective dispersion flux, 237
Effective porosity, 15
Element deformation methods, 175-176
Ensemble averaging, 12
Environmental isotope tritium, 213
Equivalent porous medium method,
257-258
Eulerian-Lagrangian localized adjoint
method (ELLAM), 185
Eulerian methods, 154
Eulerian viewpoint, 85
ExcIusive subdomain, 117, 167
Condition simulation, 244
Conjunctive use, 287
Constraints, 3
Contaminant transport problems,
groundwater flow and, FORTRAN
program for solving coupled, 300-354
Continuity equation, 26, 187
Continuous injection problem, 56
Convection-diffusion equations, 26-27
Convergence, 76
Convolution, 197
Coordinate transformation, 112
Correlation length, 236
Coupled inverse problems, 224
definition of, 223-226
experimental design for, 234-235
of groundwater flow and mass
transport, 223-235
Courant number, 161
local, 155
Covariance function, 236
Covariance matrix, 239
Crank-Nicolson difference scheme, 76
Cubic element, 107
Curve fitting parameters, 254
Cylindrical coordinates, 40
D
D-optimal design, 234
Darcy velocity, 15, 18
Darcy's Law, 18, 109
Dead-end pores, 15
Decision variables, 3
Deformable solid matrices, 27
Deforming grid method, 154
Density function of normal distribution,
92
Desorption, 16
Deterministic framework, 7
Diffusive velocities and fluxes, 24-25
Dimensionless concentration, 13
Dirac-t5 function, 47,50, 101,230
Direct determination, 217
Dirichlet boundary condition, 45
Discrete fracture method, 260-262
Dispersion
Index
371
numerical, 80-82, 124
principal directions of, 179
three-dimensionaI, in threedimensional flow field, 191
two-dimensional
in two-dimensional horizontal flow
field, 191
in two-dimensional vertical flow
field, 191
Dispersion coefficient, apparent, 216
Dispersion part, computation of, 88-89
Dispersion problems
in fractured rock, 69-72
one-dimensional,56-61
radial, 66-69
two- and three-dimensional, 61-66
finite difference solutions for, 83
Dispersivity
field experiments for determining,
204-213
of porous media, 37
relationship between scales of
experiment and values of,
213-217
Dispersivity tensor, 37
Double-medium method, 258-260
Drawdown influence coefficient, 278
Drawdown influence matrix, 279
Dual linear programming, 284
Dual-weil tests, 207
Dummy node, 164
Dupuit's assumption, 265
Dynamic viscosity, 14
E
Effective dispersion flux, 237
Effective porosity, 15
Element deformation methods, 175-176
Ensemble averaging, 12
Environmental isotope tritium, 213
Equivalent porous medium method,
257-258
Eulerian-Lagrangian localized adjoint
method (ELLAM), 185
Eulerian methods, 154
Eulerian viewpoint, 85
ExcIusive subdomain, 117, 167