Summary of selected computer programs produced by the U.S. Geological Survey
for simulation of ground-water flow and quality - 1994
by C.A. Appel and T.E. Reilly
SUMMARY LIST OF COMPUTER PROGRAMS
Flow--Saturated:
- Two-dimensional finite difference (Trescott, Pinder, and Larson, 1976)
- Direct matrix-solver using D4 node ordering (Larson, 1978)
- Conjugate-gradient matrix solver (Manteuffel, Grove, and Konikow, 1983)
- Approximate surface-water interaction (Ozbilgin and Dickerman, 1984)
- Head-dependent flux procedure along model boundary (Hutchinson, Johnson, and Gerhart, 1981)
- Two-dimensional finite element, steady state (Kuniansky, 1990)
- Two-dimensional finite element Galerkin (including river accounting procedure) (Dunlap, Lindgren, and Carr, 1984)
- Two-dimensional finite element (kinematic equation representing river flows) (Glover, 1988)
- Two-dimensional finite element (including transient leakage effects) (Cooley, 1992; Torak, 1993a, b)
- Cylindrical coordinates (Finite-element Galerkin) (Reilly, 1984)
- Pre- and post-processor (Pucci and Pope, 1987)
- Axisymmetric finite difference (well bore/aquifer)
(Rutledge, 1991)
- Two-aquifer system (Finite-element Galerkin) (Mallory,
1979)
- Quasi-three dimensional aquifer system (Finite difference)
(Weeks, 1978)
- Three-dimensional finite difference (Bredehoeft, 1992)
- Three-dimensional finite difference (Trescott, l975; Trescott and Larson, 1976)
- Include head-dependent sources/sinks (Torak, 1982)
- Include conversion from confined to unconfined flow, recharge to any layer, and other modifications (Helgesen, Larson, and Razem, 1982)
- Include transient leakage in confining layers and added program to compute sensitivity of parameter changes (Torak and Whiteman, 1982)
- Include transient leakage from confining layers, change method of handling confining-bed and aquifer pinchouts, reduce computer memory needed (Leahy, 1982)
- Approximate land subsidence induced by pumping (Meyer and Carr, 1979)
- Three-dimensional finite difference (include transient leakage
from confining layers, "cube" input capability) (Posson
and others, 1980)
- Improve treatment of boundaries, revise code to run on CRAY-1 computer
(Hearne, 1982)
- Three-dimensional finite-difference (McDonald and Harbaugh, l988)
- Preconditioned conjugate gradient matrix solvers (Kuiper, 1987)
- Statistical processor (Scott, 1990)
- Read and write geographical information system (GIS) files (Orzol and McGrath, 1992)
- Calculation of water budgets (Harbaugh, 1990)
- Aquifer compaction (Leake and Prudic, 1991)
- River routing and accounting (Miller, 1988)
- Handling narrow canyons and faults and layer pinchouts (Hansen, 1993)
- Stream-aquifer relations (Prudic, 1989)
- Calculation of pathlines (Pollock, 1989, 1990)
- PCG2 -- Preconditioned conjugate-gradient matrix solver 2 (Hill, 1990)
- Parameter estimation (Hill, 1992)
- Generalized finite-difference formulation (Harbaugh, 1992)
- Cylindrical flow to a well (Reilly and Harbaugh, 1993b)
- Alternative of different interblock transmissivity conceptualizations (Goode and Appel, 1992)
- Simulate horizontal-flow barriers (Hsieh and Freckleton, 1993)
- Rewetting dry cells (McDonald, and others, 1992)
- Simulate transient leakage from confining units (Leake, Leahy, and Navoy, in press)
- Two-dimensional--parameter estimation (Cooley and Naff, 1990)
- Coupled ground-water and surface-water flow (Swain and Wexler, 1993)
- Flexibility in representing surface water system (Swain, 1993)
- Soil moisture accounting program coupled to a two-dimensional unconfined-confined aquifer system (Reed, Bedinger, and Terry, 1976)
Flow--Variably saturated:
- Two-dimensional (Lappala, Healy, and Weeks, 1987)
- Simulation of trickle irrigation (Healy, 1987)
- Two-dimensional diffusion (Ishii, Healy, and Striegl, 1989)
Solute transport--Saturated:
- One-dimensional finite-difference method (equilibrium-controlled
sorption and irreversible-rate reaction) (Grove and Stollenwerk,
1984)
- Two-dimensional method of characteristics (advective transport,
dispersion, and decay and equilibrium-controlled sorption or ion exchange)
Konikow and Bredehoeft, 1978; Goode and Konikow, 1989)
- Front tracking (advective transport only) (Garabedian and Konikow,
1983)
- Two constituent solute transport, including density-dependent flow
(Stanford and Konikow, 1985)
- Two-dimensional finite-element Galerkin method (advective transport,
dispersion, sorption, ion exchange, equilibrium chemistry) (Lewis,
Voss, and Rubin, 1986)
- Dual porosity flow and transport (nonreactive advective transport
and dispersion in fractures, diffusion between fractures and rock)
(Glover, 1987)
Solute transport--Variably
saturated:
- Two-dimensional (Healy, 1990)
Solute and heat transport--Saturated:
- INTERCOMP -- Three-dimensional finite-difference method
(INTERCOMP, 1976)
- Include water table, recharge, equilibrium controlled adsorption
and
irreversible-rate reaction (INTERA, 1979)
- Three-dimensional finite-difference method (Kipp,
l987)
Flow--Saturated freshwater/saltwater:
- Two-dimensional areal (Sharp interface) (Mercer,
Larson, and Faust, 1980)
- AQUIFEM-SALT -- Two-dimensional areal (Sharp interface)
(Voss, 1984b)
- Three-dimensional (Sharp interface) (Guswa and LeBlanc,
1985)
- Three-dimensional (Sharp interface) (Sapik, 1988)
- Three-dimensional (Sharp interface) (Essaid, 1990)
- Three-dimensional (Variable density) (Weiss, 1982)
- Three-dimensional (Variable density) (Kuiper, 1985)
- Three-dimensional (Variable density and multiaquifer wells)
(Kontis and Mandle, 1988)
Heat transport:
- Two-dimensional single-and two-phase (Faust and Mercer,
1977)
- Two-dimensional single phase (liquid) (Mercer and Pinder,
1975)
- Three-dimensional (single phase-liquid) (Reed, 1985)
- Three-dimensional (multiphase) (Hayba and Ingebritsen,
1994)
Solute or heat transport--Saturated and unsaturated:
- Two-dimensional finite-element Galerkin method (fluid-density
dependent advective transport, dispersion, equilibrium controlled adsorption,
zero-order production or decay) (Voss, 1984a)
Aquifer management:
- Two-dimensional saturated flow (Lefkoff and Gorelick,
1987)
- Three-dimensional saturated flow (Puig and Rolon-Collazo,
1996)
Chemical mass balance:
- Mass balance and electron conservation (Any elements, specified
phases) (Parkhurst, Plummer, and Thorstenson, 1982)
- Characterization of natural waters (Bodine and Jones,
1986)
- Mass balance reaction models satisfying specified constraints
(Plummer, Prestemon, and Parkhurst, 1991)
Aqueous speciation:
- Speciation of major and some minor elements in 0-100 °C
temperature range (Truesdell and Jones, 1973, 1974)
- FORTRAN IV version (Plummer, Jones, and Truesdell, 1976; revised,
1984)
- Expands thermodynamic data base and adds trace elements (Ball,
Nordstrom, and Jenne, 1980)
- Adds uranium (Ball, Jenne, and Cantrell, 1981)
- Expanded personal computer, FORTRAN version of WATEQ4F (Ball and
Nordstrom, 1991)
Chemical mass transfer:
- System CaO-MgO-Na2O-K2O-CO2-H2SO4-HCl-H2O
(Plummer, Parkhurst, and Kosiur, 1975)
- PHREEQE -- Mineral and water/gas interactions at low temperatures
(Subject to thermodynamic constraints--any elements, specified phases)
(Parkhurst, Thorstenson, and Plummer, 1980; revised, 1990)
- Interactive program for forming data input (Fleming and Plummer, 1983)
- Incorporate Pitzer's equations for brines (Plummer and others, 1988)
- Speciation of major and many minor elements with mineral and
water interactions in 0-350 °C temperature range (Kharaka
and Barnes, 1973)
- SOLIMNEQ.88 -- Updated program (Kharaka and others, 1988)
- SOLINPUT -- Processor to create and modify input (DeBraal and Kharaka,
1989)
- Nonideal solid-solution aqueous-solution reactions
(Glynn, 1991a)
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