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Summary of RADMOD


NAME
       radmod - A preprocessor to the program MODFLOW for simulation of
                axisymmetric problems

ABSTRACT
       Cylindrical (axisymmetric) flow to a well is an important
       specialized topic of ground-water hydraulics and has been applied by
       many investigators to determine aquifer properties and determine
       heads and flows in the vicinity of the well.  A recent modification
       to the U.S. Geological Survey Modular Three-Dimensional Finite-
       Difference Ground-Water Flow Model--MODFLOW (McDonald and Harbaugh,
       1988) provides the opportunity to simulate axisymmetric flow to a
       well.  The theory involves the conceptualization of a system of
       concentric shells that are capable of reproducing the large
       variations in gradient in the vicinity of the well by decreasing
       their area in the direction of the well.  The computer program
       RADMOD serves as a preprocessor to the U.S. Geological Survey model
       by creating the input data file needed to implement the axisymmetric
       conceptualization.

METHOD
       In axisymmetric flow to a well, the flow occurs through concentric
       shells that decrease in area in the direction of the well.  The head
       gradient increases approaching the well, because the cross-sectional
       area for flow to pass through is decreasing.  Thus, finer
       discretization (or closer spacing of nodes) is required near the
       well to accurately represent this increasing gradient.  The
       conductance that represents the porous media between nodes must
       account for the changing grid spacing and the radial geometry.

       This preprocessor calculates the conductances and storage capacity
       more precisely for the changing geometries and head gradients of
       axisymmetric flow to a well.  The conductances and storage capacity
       blocks are concentric shells that decrease in area in the direction
       of the well.  This program then outputs these coefficients as an
       input data file for the General Finite-Difference (GFD) Package
       (Harbaugh, 1992).  The simulation of the axisymmetric model requires
       that all other data sets necessary for MODFLOW must be prepared by
       the user.  These would include as a minimum the Basic Package, a
       solver package, and the Well Package.  For the Basic Package, the
       number of layers (NLAY), rows (NROW), and columns(NCOL), would be
       specified as: one layer (NLAY), the number of layers simulated in
       the axisymmetrical model (NROW), and the number of radial shells
       (NCOL).  Any constant-head boundary conditions (which must be
       radially symmetric) would be specified in MODFLOW's IBOUND array.
       The Well Package would be used to specify the discharge rate at
       nodes representing the well along the inner radial boundary.  The
       well nodes will always be located in column one when using the
       axisymmetrical conceptualization.  If a well is screened in more
       than one layer, the user must specify the discharge for each layer.

       The implementation of the axisymmetric discretization in RADMOD for
       use with MODFLOW assumes a constant saturated thickness.  This
       assumption impacts the utility of the model for the simulation of
       water-table aquifers.  The model does have the capability to
       simulate the water released from storage at the water-table
       boundary, but this boundary does not move in the simulation and
       shells do not go dry.  Thus, when applying this implementation to
       water-table problems, the user must evaluate the drawdowns at the
       top layer to check if any changes in saturated thickness are
       significant enough to invalidate the assumption used in the
       preprocessor.

HISTORY
       Version 1.1 1996/01/19 - first wrdapp release - minor code clean-up

       Version 1.0 1992/04/01 - original release

DATA REQUIREMENTS
       The required data set contains the radial grid multiplier, the
       radius of the well, the number of radial shells, the number of
       layers, and the unit number that MODFLOW will use to read the data.
       The data set also contains the thickness, horizontal hydraulic
       conductivity, vertical hydraulic conductivity, and the specific
       storage for each layer (within MODFLOW, each radial layer will be
       considered a row).

OUTPUT OPTIONS
       The RADMOD program calculates conductances and storage capacity and
       then outputs these coefficients as an input data file for the
       General Finite-Difference (GFD) Package (Harbaugh, 1992) to be used
       with MODFLOW.  Lateral node locations, although not needed for model
       input, are printed in a separate file for use in interpreting
       results.

SYSTEM REQUIREMENTS
       RADMOD is written in Fortran 77.  Generally, the program is easily
       installed on most computer systems.  The code has been used on UNIX-
       based computers and DOS-based 386 or greater computers having a math
       coprocessor and 2 mb of memory.

APPLICATIONS
       RADMOD is used to generate the data input to enable MODFLOW to
       simulate well hydraulic problems or circular recharge basins.

DOCUMENTATION
       Reilly, T.E., and Harbaugh, A.W., 1993, Simulation of cylindrical
          flow to a well using the U.S. Geological Survey Modular Finite-
          Difference Ground-Water Flow Model: Ground Water, v. 31, no. 3,
          p. 489-494.

       Reilly, T.E., and Harbaugh, A.W., 1993, Source code for the computer
          program and sample data set for the simulation of cylindrical
          flow to a well using the U.S. Geological Survey Modular Finite-
          Difference Ground-Water Flow Model: U.S.  Geological Survey Open-
          File Report 92-659, 7 p.
RELATED DOCUMENTATION
       Bennett, G.D., Reilly, T.E., and Hill, M.C., 1990, Technical
          training note in ground-water hydrology: Radial flow to a well:
          U.S. Geological Survey Water-Resources Investigations Report
          89-4134, 83 p.

       Harbaugh, A.W., 1992, A generalized finite-difference formulation
          for the U.S. Geological Survey modular three-dimensional finite-
          difference ground-water flow model: U.S. Geological Survey Open-
          File Report 91-494, 60 p.

       McDonald, M.G., and Harbaugh, A.W., 1988, A modular three-
          dimensional finite-difference ground-water flow model:
          Techniques of Water-Resources Investigations of the U.S.
          Geological Survey, book 6, chap. A1, 586 p.

CONTACTS
       Operation:
          U.S. Geological Survey
          Office of Ground Water
          Thomas E. Reilly
          411 National Center
          Reston, VA 20192

          tereilly@usgs.gov

       Distribution:
          U.S. Geological Survey
          Hydrologic Analysis Software Support Program
          437 National Center
          Reston, VA 20192

          h2osoft@usgs.gov

       Official versions of U.S. Geological Survey water-resources analysis
       software are available for electronic retrieval via the World Wide
       Web (WWW) at:

                  http://water.usgs.gov/software/

       and via anonymous File Transfer Protocol (FTP) from:

                  water.usgs.gov (path: /pub/software).

       The WWW page and anonymous FTP directory from which the RADMOD
       software can be retrieved are, respectively:

                  http://water.usgs.gov/software/radmod.html
                                --and--
                  /pub/software/ground_water/radmod

SEE ALSO
       modflow(1) - Modular three-dimensional ground-water flow
                    model

The URL for this page is: http://water.usgs.gov/cgi-bin/man_wrdapp?radmod
Send questions or comments to h2osoft@usgs.gov