MF2K-GWT
Three-dimensional ground-water flow and solute-transport
model integrated with MODFLOW-2000
This model is an enhanced version of MODFLOW-2000 that incorporates the
additional capability to simulate solute-transport processes and
compute
changes in concentration of a dissolved chemical constituent due to
advection,
hydrodynamic dispersion, retardation, decay, matrix diffusion, and
mixing
with multiple fluid sources.
References to commercial vendors of software products or services
are
provided solely for the convenience of users when obtaining or using
USGS
software. Such references do not imply any endorsement by the U.S.
Government.
Information
- Summary
of MF2K-GWT
- Version
history
Software
Installation
- UNIX
or DOS
installation instructions (README file)
Download MF2K-GWT for:
- DOS
(self-extracting PC zip file)
- Source
code only for Sun (Gzip/tar file)
-
The Free Software Foundation's gunzip is
necessary to uncompress the UNIX tar file
available above.
Documentation
- Ground-Water
Transport (GWT) Process Input Instructions
- Ground-Water
Transport (GWT) Process Input Instructions, Portable Document Format
(PDF)
- Konikow, L.F., and Hornberger, G.Z.,
2006, Use of Multi-Node Well (MNW) Package when simulating solute
transport with the MODFLOW Ground-Water Transport Process: U.S.
Geological Survey Techniques and Methods 6-A15, 34 p.
- USGS
TM 6-A15, Portable Document Format (PDF) (3.7MB)
- Prudic, D.E., Konikow, L.F., and Banta, E.R., 2004, A new
Streamflow- Routing (SFR1) Package to simulate stream-aquifer
interaction with MODFLOW-2000: U.S. Geological Survey Open-File Report
2004-1042, 95 p.
- USGS
OFR 2004-1042, Portable Document Format (PDF) (1.2MB)
- Konikow, L.F., and Hornberger, G.Z., 2003, Use of boundary
fluxes when simulating solute transport with the MODFLOW Ground-Water
Transport Process: U.S. Geological Survey Open-File Report
03-303, 17 p.
- USGS
OFR 03-303, Portable Document Format (PDF) (0.5MB)
- Hornberger,G.Z., Konikow, L.F., and Harte, P.T., 2002,
Simulating horizontal-flow barriers using the MODFLOW Ground-Water
Transport
Process: U.S. Geological Survey Open-File Report 02-52, 28 p.
USGS
OFR 02-52, Portable Document Format (PDF) (1.0MB)
- Merritt, M.L., and Konikow, L.F., Documentation of a
computer
program
to simulate lake-aquifer interaction using the MODFLOW ground-water
flow
model and the MOC3D solute-transport model: U.S. Geological Survey
Water-Resources
Investigations Report 00-4167, 146 p.
USGS
WRIR 00-4167, Portable Document Format (PDF) (3.1MB)
- Heberton, C.I., Russel, T.F., Konikow, L.F., Hornberger,
G.Z., 2000,
A three-dimensional finite volume Eulerian-Lagrangian Localized Adjoint
Method (ELLAM) for solute-transport modeling: U.S. Geological Survey
Water-Resources
Investigations Report 00-4087, 63 p.
- USGS
WRIR 00-4087, Portable Document Format (PDF) (0.5MB)
USGS
WRIR 00-4087, PostScript (1.5MB)
- Goode, D.J., 1999, Age, double porosity, and simple reaction
modifications
for the MOC3D
ground-water transport model: U.S. Geological Survey
Water-Resources
Investigations
Report 99-4041, 34 p.
- USGS
WRIR 99-4041, Portable Document Format (PDF) (640K)
USGS
WRIR 99-4041, PostScript (800K)
- Kipp, K.L., L.F. Konikow, and G.Z. Hornberger, 1998, An
Implicit
Dispersive Transport
Algorithm for the U.S. Geological Survey MOC3D Solute-Transport
Model: U.S. Geological
Survey Water- Resources Investigations Report 98-4234, 54 p.
- USGS
WRIR 98-4234, Portable Document Format (PDF) (395K)
USGS
WRIR 98-4234, PostScript (510K)
- Konikow, L.F., Goode, D.J., and Hornberger, G.Z., 1996, A
Three-
Dimensional
Method-of-Characteristics Solute-Transport Model (MOC3D): U.S.
Geological
Survey
Water-Resources Investigations Report 96-4267, 87 p.
- USGS
WRIR 96-4267, Portable Document Format (PDF) (902K)
USGS
WRIR 96-4267, PostScript (14MB)
Please note that some U.S. Geological Survey (USGS) information
accessed through this page may be preliminary in nature and presented
prior
to final review and approval by the Director of the USGS. This
information
is provided with the understanding that it is not guaranteed to be
correct
or complete and conclusions drawn from such information are the sole
responsibility
of the user.
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