r.flow - construction of slope curves (flowlines), flowpath lengths, and flowline densities from a raster digital elevation model(DEM)
SYNOPSIS
r.flow .
r.flow help
r.flow [ -u3mMqh ] elevin = name
[ aspin = name ] [ barin = name ]
[ skip = val ] [ bound = val ]
[ offset = val ]
[ flout = name ] [ lgout = name ]
[ dsout = name ]
DESCRIPTION
r.flow generates flowlines using a combined raster-vector approach (see Mitasova and Hofierka 1993 and Mitasova et al. 1995)) from an input elevation raster map elevin(integer or floating point), and optionally an input aspect raster map aspin and/or an input barrier raster map barin. There are three possible output maps which can be produced in any combination simultaneously: a vector file flout of flowlines, a raster map lgout of flowpath lengths, and a raster map dsout of flowline densities.
Aspect used for input must follow the same rules as aspect computed in other GRASS4.1 programs (see s.surf.tps or r.slope.aspect).
Flowline output is given in a vector map flout,
(flowlines generated downhill).
The line segments of flowline vectors have endpoints on edges of
a grid formed by drawing imaginary lines through the centers of the
cells in the elevation map.
Flowlines are generated from each cell downhill by default; they can
be generated uphill using the flag
-u.
A flowline stops if its next segment would reverse the direction of flow
(from up to down or vice-versa),
cross a barrier, or arrive at a cell with undefined elevation or aspect.
Another option, skip=val, indicates that only the
flowlines from
every val-th cell are to be included in flout. The default
skip is max(1,
Flowpath length output is given in a
raster map lgout.
The value in each grid cell is the sum of the
planar lengths of all segments of the flowline generated from that cell.
If the flag -3 is given,
elevation is taken into account in calculating the length
of each segment.
Flowline density downhill or
uphill output is given
in a raster map dsout.
The value in each grid cell is the number of flowlines which pass through
that grid cell, that means the number of flowlines from the entire map
which have segment endpoints within that cell.
OPTIONS
If the user specifies
program arguments and flag settings on the command line, the program will
immediately begin working.
Alternatively, the user can simply type r.flow on the command line
and the program will ask for
parameter values and flag settings interactively,
using the standard GRASS parser interface.
Flags:
-u
Generate flowlines uphill (default generates flowlines downhill).
-3
Compute three-dimensional lengths (default is two-dimensional).
-m
Use less memory and compute aspect at each cell on the fly. This option
incurs a severe performance penalty. If this flag is given, the aspect input
map (if any) will be ignored.
-M
Use a fixed size memory and utilize page-swapping to handle large input
files. This option incurs a severe performance penalty but is the only way
to handle arbitrarily-large data files. If this flag is given, the \fB-m\fR
flag will be ignored.
-q
Quiet operation. Do not print diagnostic messages indicating progress.
-h
Display reference information.
Parameters:
elevin=name
Use the existing raster file name with elevations as input (required).
aspin=name
Use the existing raster file name with aspects as input.
barin=name
Use the existing raster file name with non-zero values representing
barriers as input.
skip=val
Set the number of cells between flowlines in the flout output
map to val.
bound=val
Set the maximum number of segments of each flowline to val (default is
the maximum possible).
offset=val
Maximum magnitude of random grid point offset (default is 0).
flout=name
Output coordinates of flowlines to a vector file name.
lgout=name
Output flowpath length values to a raster file name.
dsout=name
Output flowline density values to a raster file name.
NOTES
For best results, use input elevation maps with high precision units (e.g.,
centimeters) so that flowlines do not terminate prematurely in flat areas.
To prevent the creation of tiny flowline segments with imperceivable changes
in elevation, an endpoint which would land very close to the center of a grid
cell is quantized to the exact center of that cell. The maximum distance
between the intercepts along each axis of a single diagonal segment and
another segment of 1/2 degree different aspect is taken to be "very close"
for that axis. Note that this distance (the so-called "quantization error")
is about 1-2% of the resolution on maps with square cells.
The values in length maps computed using the -u flag
represent the distances from each cell to an upland flat or singular point.
Such distances are useful in water erosion modeling for computation of
the LS factor in the standard form of USLE.
Uphill flowlines merge on ridge lines;
by redirecting the order of the flowline points in
the output vector map, dispersed waterflow can be
simulated. The density map can be used for the extraction
of ridge lines.
Computing the flowlines downhill simulates
the actual flow (also known as the raindrop method).
These flowlines tend to merge in valleys; they can be
used for localization of areas with waterflow accumulation
and for the extraction of channels. The downslope flowline
density multiplied by the resolution can be used as an approximation
of the upslope contributing area per unit contour width.
This area is a measure of potential water flux for the steady state
conditions and can be used
in the modeling of water erosion for the computation of the unit stream
power based LS factor or sediment transport capacity.
The program has been designed for modeling erosion on hillslopes and
has rather strict conditions for ending flowlines. It is therefore not very
suitable for the extraction of stream networks or delineation of watersheds
unless a DEM without pits or flat areas is available.
DIAGNOSTICS
ERROR: GISRC - variable not set
The program was run outside of GRASS.
Usage:
r.flow [-u3mMqh] elevin=name [aspin=name] [barin=name]
[skip=value] [bound=value] [offset=value] [flout=name] [lgout=name] [dsout=name]
Invalid options were specified on the command line.
ERROR: r.flow: error getting current region
ERROR: r.flow: unable to reset current region
ERROR: r.flow: cannot open vector file
"ERROR: r.flow: cell file " filename " not found"
"ERROR: r.flow: cannot get header for " filename
"ERROR: r.flow: unable to create raster map " filename
Self-explanatory or beyond explanation.
"ERROR: r.flow: " input " file's resolution differs from current"
region resolution
The resolutions of all input files and the current region must match.
In future versions this error will be demoted to a warning.
"ERROR: r.flow: resolution too unbalanced (" val " x " val ")"
The difference in length between the two axes of a grid cell is so great that
quantization error is larger than one of the dimensions. Resample the map
and try again.
SEE ALSO
r.basins.fill,
r.drain,
r.water.outlet,
r.watershed,
r.watershed4.0,
r.slope.aspect
AUTHORS
Original version of program:
Maros Zlocha and Jaroslav Hofierka,
Comenius University, Bratislava, Slovakia,
Modified program (adapted for GRASS):
Joshua Caplan, Mark Ruesink, Helena Mitasova, University of Illinois at
Urbana-Champaign with support from USA CERL.
REFERENCES
Mitasova and Hofierka 1993
: Interpolation by Regularized Spline with
Tension: II. Application to Terrain Modeling and Surface Geometry Analysis.
Mathematical Geology 25(6), 641-650.
Mitasova, H., Mitas, L., Brown, W.M., Gerdes, D.P.,
Kosinovsky, I., Baker, T., 1995: Modeling spatially and temporally
distributed phenomena: New methods and tools for GRASS GIS.
International Journal of Geographical Information Systems 9(4), 433-446.
Mitasova, H., Hofierka, J., Zlocha, M., Iverson, L., 1996, Modeling
topographic potential for erosion and deposition using GIS.
Int. Journal of GIS, v. 10, no. 5, p. 629-641.
Mitasova, H.(1993): Surfaces and modeling. Grassclippings (winter
and spring) p.18-19.