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r.topmodel(1grass)          GRASS GIS User's Manual         r.topmodel(1grass)

NAME
       r.topmodel  - Simulates TOPMODEL which is a physically based hydrologic
       model.

KEYWORDS
       raster, hydrology, model

SYNOPSIS
       r.topmodel
       r.topmodel --help
       r.topmodel [-p] parameters=name topidxstats=name input=name output=name
       [timestep=integer]    [topidxclass=integer]   [topidx=name]   [ntopidx-
       classes=integer]    [outtopidxstats=name]     [--overwrite]    [--help]
       [--verbose]  [--quiet]  [--ui]

   Flags:
       -p
           Preprocess only and stop after generating outtopidxstats

       --overwrite
           Allow output files to overwrite existing files

       --help
           Print usage summary

       --verbose
           Verbose module output

       --quiet
           Quiet module output

       --ui
           Force launching GUI dialog

   Parameters:
       parameters=name [required]
           Name of input TOPMODEL parameters file

       topidxstats=name [required]
           Name of input topographic index statistics file

       input=name [required]
           Name of input rainfall and potential evapotranspiration data file

       output=name [required]
           Name for output file

       timestep=integer
           Time step
           Generate output for this time step

       topidxclass=integer
           Topographic index class
           Generate output for this topographic index class

       topidx=name
           Name of input topographic index raster map
           Must be clipped to the catchment boundary. Used for generating out-
           topidxstats

       ntopidxclasses=integer
           Number of topographic index classes
           Used for generating outtopidxstats
           Default: 30

       outtopidxstats=name
           Name for output topographic index statistics file
           Requires topidx and ntopidxclasses

DESCRIPTION
       r.topmodel simulates TOPMODEL which is a  physically  based  hydrologic
       model.

   Parameters description
       parameters
           This  file  contains  TOPMODEL  parameters  that describe the study
           area. Any lines starting with a # sign or empty lines are ignored.
           # Subcatchment name
           Subcatchment 1
           ################################################################################
           # A [m^2]: Total subcatchment area
           3.31697E+07
           ################################################################################
           # qs0 [m/h]: Initial subsurface flow per unit area
           #         "The first streamflow input is assumed to represent
           #          only the subsurface flow contribution in the watershed."
           #                                       - Liaw (1988)
           0.000075
           # lnTe [ln(m^2/h)]: Areal average of the soil surface transmissivity
           4.
           # m [m]: Parameter controlling the decline rate of transmissivity
           # See Beven and Kirkby (1979)
           0.0125
           # Sr0 [m]: Initial root zone storage deficit
           0.0025
           # Srmax [m]: Maximum root zone storage deficit
           0.041
           # td [h]: Unsaturated zone time delay per unit storage deficit if greater than 0
           #  OR
           # -alpha: Effective vertical hydraulic gradient if not greater than 0.
           #
           # For example, -10 means alpha=10.
           60.
           # vch [m/h]: Main channel routing velocity
           20000.
           # vr [m/h]: Internal subcatchment routing velocity
           10000.
           ################################################################################
           # infex: Calculate infiltration excess if not zero (integer)
           0
           # K0 [m/h]: Surface hydraulic conductivity
           2.
           # psi [m]: Wetting front suction
           0.1
           # dtheta: Water content change across the wetting front
           0.1
           ################################################################################
           # d [m]: Distance from the catchment outlet
           #         The first value should be the mainstream distance from
           #         the subcatchment outlet to the catchment outlet.
           # Ad_r:  Cumulative area ratio of subcatchment (0.0 to 1.0)
           #         The first and last values should be 0 and 1, respectively.
           #   d  Ad_r
               0   0.0
            1000   0.2
            2000   0.4
            3000   0.6
            4000   0.8
            5000   1.0

       input

           This file contains observed weather data.
           # dt [h]: Time step
           24
           ################################################################################
           # R [m/dt]:  Rainfall
           # Ep [m/dt]: Potential evapotranspiration
           # R             Ep
           0.000033        0.000000
           0.000053        0.011938
           0.004821        0.000000
           .
           .
           .

       timestep
           If a time step is specified, output will be generated for the  spe-
           cific  time  step in addition to the summary and total flows at the
           outlet. This parameter can be combined with topidxclass to  specify
           a  time  step  and  topographic index class at the same time. If no
           topidxclass is given, output will be generated for  all  the  topo-
           graphic index classes.

       toptopidxclass
           If a topographic index class is specified, output will be generated
           for the given topographic index class. This parameter can  be  com-
           bined with timestep. If no timestep is given, output will be gener-
           ated for all the time steps.

       topidx, ntoptopidxclasses, outtoptopidxstats
           The topidx map can optionally be used  for  creating  a  new  topo-
           graphic  index  statistics file. This map has to be already clipped
           to the catchment boundary. The entire range  of  topographic  index
           values will be divided into ntoptopidxclasses and the area ratio of
           each class will be reported in the  outtoptopidxstats  file.  These
           three parameters can be omitted unless a new topidxstats file needs
           to be created.

REFERENCES
           •   Beven, K. J., 1984. Infiltration into  a  class  of  vertically
               non-uniform   soils.  Hydrological  Sciences  Journal  29  (4),
               425-434.

           •   Beven, K. J., Kirkby, M. J., 1979. A physically based, variable
               contributing  area  model of basin hydrology. Hydrological Sci-
               ences Bulletin 24 (1), 43-69.

           •   Beven K. J., R. Lamb, P. Quinn, R. Romanowicz,  and  J.  Freer,
               1995.  TOPMODEL, in V.P. Singh (Ed.). Computer Models of Water-
               shed Hydrology. Water Resources Publications.

           •   Cho, H., 2000. GIS Hydrological Modeling System by  Using  Pro-
               gramming  Interface  of  GRASS.  Master’s Thesis, Department of
               Civil Engineering, Kyungpook National University, Korea.

           •   Liaw, S. C., 1988. Streamflow  Simulation  Using  a  Physically
               Based  Hydrologic Model in Humid Forested Watersheds. Disserta-
               tion, Colorado State University, CO. p163.

           •   Morel-Seytoux, H. J., Khanji, J., 1974. Derivation of an  equa-
               tion of infiltration. Water Resources Research 10 (4), 795-800.

SEE ALSO
        r.fill.dir, r.mapcalc, r.topidx
       How to run r.topmodel

AUTHORS
       Huidae  Cho, Hydro Laboratory, Kyungpook National University, South Ko-
       rea

       Based on TMOD9502.FOR by Keith Beven.

SOURCE CODE
       Available at: r.topmodel source code (history)

       Accessed: unknown

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       © 2003-2022 GRASS Development Team, GRASS GIS 7.8.7 Reference Manual

GRASS 7.8.7                                                 r.topmodel(1grass)

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