## NAME

r.watershed - Calculates hydrological parameters and RUSLE factors.

## KEYWORDS

raster, hydrology, watershed, accumulation, drainage, stream network, stream power index, topographic index

## SYNOPSIS

r.watershed
r.watershed --help
r.watershed [-s4mab] elevation=name [depression=name] [flow=name] [disturbed_land=name] [blocking=name] [retention=name] [threshold=integer] [max_slope_length=float] [accumulation=name] [tci=name] [spi=name] [drainage=name] [basin=name] [stream=name] [half_basin=name] [length_slope=name] [slope_steepness=name] [convergence=integer] [memory=memory in MB] [--overwrite] [--help] [--verbose] [--quiet] [--ui]

### Flags:

-s
  SFD (D8) flow (default is MFD)
  SFD: single flow direction, MFD: multiple flow direction
-4
  Allow only horizontal and vertical flow of water
-m
  Enable disk swap memory option: Operation is slow
  Only needed if memory requirements exceed available RAM; see manual on how to calculate memory requirements
-a
  Use positive flow accumulation even for likely underestimates
  See manual for a detailed description of flow accumulation output
-b
  Beautify flat areas
  Flow direction in flat areas is modified to look prettier
--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:

elevation=name [required]
  Name of input elevation raster map
depression=name
  Name of input depressions raster map
  All non-NULL and non-zero cells are considered as real depressions
flow=name
  Name of input raster representing amount of overland flow per cell
disturbed_land=name
  Name of input raster map percent of disturbed land
  For USLE
blocking=name
  Name of input raster map blocking overland surface flow
  For USLE. All non-NULL and non-zero cells are considered as blocking terrain.
retention=name
  Name of input raster map with percentages for flow accumulation.
threshold=integer
  Minimum size of exterior watershed basin
max_slope_length=float
  Maximum length of surface flow in map units
  For USLE
accumulation=name
  Name for output accumulation raster map
  Number of cells that drain through each cell
tci=name
  Name for output topographic index ln(a / tan(b)) map
spi=name
  Name for output stream power index a * tan(b)
  Name for output raster map
drainage=name
  Name for output drainage direction raster map
  Directions numbered from 1 to 8
basin=name
  Name for output basins raster map
stream=name
  Name for output stream segments raster map
half_basin=name
  Name for output half basins raster map
  Each half-basin is given a unique value
length_slope=name
  Name for output slope length raster map
  Slope length and steepness (LS) factor for USLE
slope_steepness=name
  Name for output slope steepness raster map
  Slope steepness (S) factor for USLE
convergence=integer
  Convergence factor for MFD (1-10)
  1 = most diverging flow, 10 = most converging flow. Recommended: 5
  Default: 5
memory=memory in MB
  Maximum memory to be used (in MB)
  Cache size for raster rows
  Default: 300

## DESCRIPTION

r.watershed generates a set of maps indicating: 1) flow accumulation, drainage direction, the location of streams and watershed basins, and 2) the LS and S factors of the Revised Universal Soil Loss Equation (RUSLE).

## NOTES

Without flag -m set, the entire analysis is run in memory maintained by the operating system. This can be limiting, but is very fast. Setting this flag causes the program to manage memory on disk which allows very large maps to be processed but is slower.

Flag -s force the module to use single flow direction (SFD, D8) instead of multiple flow direction (MFD). MFD is enabled by default.

By -4 flag the user allow only horizontal and vertical flow of water. Stream and slope lengths are approximately the same as outputs from default surface flow (allows horizontal, vertical, and diagonal flow of water). This flag will also make the drainage basins look more homogeneous.

When -a flag is specified the module will use positive flow accumulation even for likely underestimates. When this flag is not set, cells with a flow accumulation value that is likely to be an underestimate are converted to the negative. See below for a detailed description of flow accumulation output.

Option convergence specifies convergence factor for MFD. Lower values result in higher divergence, flow is more widely distributed. Higher values result in higher convergence, flow is less widely distributed, becoming more similar to SFD.

Option elevation specifies the elevation data on which entire analysis is based. NULL (nodata) cells are ignored, zero and negative values are valid elevation data. Gaps in the elevation map that are located within the area of interest must be filled beforehand, e.g. with r.fillnulls, to avoid distortions. The elevation map need not be sink-filled because the module uses a least-cost algorithm.

Option depression specifies the optional map of actual depressions or sinkholes in the landscape that are large enough to slow and store surface runoff from a storm event. All cells that are not NULL and not zero indicate depressions. Water will flow into but not out of depressions.

Raster flow map specifies amount of overland flow per cell. This map indicates the amount of overland flow units that each cell will contribute to the watershed basin model. Overland flow units represent the amount of overland flow each cell contributes to surface flow. If omitted, a value of one (1) is assumed.

Raster retention map specifies correction factors per cell for flow distribution. This map indicates the percentage of overland flow units leaving each cell. Values should be between zero and 100. If omitted, a value of 100 is assumed.

Input Raster map or value containing the percent of disturbed land (i.e., croplands, and construction sites) where the raster or input value of 17 equals 17%. If no map or value is given, r.watershed assumes no disturbed land. This input is used for the RUSLE calculations.

Option blocking specifies terrain that will block overland surface flow. Blocking cells and streams stop the slope length for the RUSLE. All cells that are not NULL and not zero indicate blocking terrain.

Option threshold specifies the minimum size of an exterior watershed basin in cells, if no flow map is input, or overland flow units when a flow map is given. Warning: low threshold values will dramactically increase run time and generate difficult to read basin and half_basin results. This parameter also controls the level of detail in the stream segments map.

Value given by max_slope_length option indicates the maximum length of overland surface flow in meters. If overland flow travels greater than the maximum length, the program assumes the maximum length (it assumes that landscape characteristics not discernible in the digital elevation model exist that maximize the slope length). This input is used for the RUSLE calculations and is a sensitive parameter.

Output accumulation map contains the absolute value of the amount of overland flow that traverses each cell. This value will be the number of upland cells plus one if no overland flow map is given. If the overland flow map is given, the value will be in overland flow units. Negative numbers indicate that those cells possibly have surface runoff from outside of the current geographic region. Thus, any cells with negative values cannot have their surface runoff and sedimentation yields calculated accurately.

Output tci raster map contains topographic index TCI, computed as `ln(α / tan(β))` where α is the cumulative upslope area draining through a point per unit contour length and `tan(β)` is the local slope angle. The TCI reflects the tendency of water to accumulate at any point in the catchment and the tendency for gravitational forces to move that water downslope (Quinn et al. 1991). This value will be negative if `α / tan(β) < 1`.

Output spi raster map contains stream power index SPI, computed as `α * tan(β)` where α is the cumulative upslope area draining through a point per unit contour length and `tan(β)` is the local slope angle. The SPI reflects the power of water flow at any point in the catchment and the tendency for gravitational forces to move that water downslope (Moore et al. 1991). This value will be negative if `α < 0`, i.e. for cells with possible surface runoff from outside of the current geographic region.

Output drainage raster map contains drainage direction. Provides the "aspect" for each cell measured CCW from East.

Figure: Drainage is 8 directions numbered counter-clockwise starting from 1 in north-east direction (source)
Multiplying positive values by 45 will give the direction in degrees that the surface runoff will travel from that cell. The value 0 (zero) indicates that the cell is a depression area (defined by the depression input map). Negative values indicate that surface runoff is leaving the boundaries of the current geographic region. The absolute value of these negative cells indicates the direction of flow. For MFD, drainage indicates the direction of maximum flow.

The output basin map contains unique label for each watershed basin. Each basin will be given a unique positive even integer. Areas along edges may not be large enough to create an exterior watershed basin. NULL values indicate that the cell is not part of a complete watershed basin in the current geographic region.

The output stream contains stream segments. Values correspond to the watershed basin values. Can be vectorized after thinning (r.thin) with r.to.vect.

The output half_basin raster map stores each half-basin is given a unique value. Watershed basins are divided into left and right sides. The right-hand side cell of the watershed basin (looking upstream) are given even values corresponding to the values in basin. The left-hand side cells of the watershed basin are given odd values which are one less than the value of the watershed basin.

The output length_slope raster map stores slope length and steepness (LS) factor for the Revised Universal Soil Loss Equation (RUSLE). Equations taken from Revised Universal Soil Loss Equation for Western Rangelands (Weltz et al. 1987). Since the LS factor is a small number (usually less than one), the GRASS output map is of type DCELL.

The output slope_steepness raster map stores slope steepness (S) factor for the Universal Soil Loss Equation (RUSLE). Equations taken from article entitled Revised Slope Steepness Factor for the Universal Soil Loss Equation (McCool et al. 1987). Since the S factor is a small number (usually less than one), the GRASS output map is of type DCELL.

### AT least-cost search algorithm

r.watershed uses an AT least-cost search algorithm (see REFERENCES section) designed to minimize the impact of DEM data errors. Compared to r.terraflow, this algorithm provides more accurate results in areas of low slope as well as DEMs constructed with techniques that mistake canopy tops as the ground elevation. Kinner et al. (2005), for example, used SRTM and IFSAR DEMs to compare r.watershed against r.terraflow results in Panama. r.terraflow was unable to replicate stream locations in the larger valleys while r.watershed performed much better. Thus, if forest canopy exists in valleys, SRTM, IFSAR, and similar data products will cause major errors in r.terraflow stream output. Under similar conditions, r.watershed will generate better stream and half_basin results. If watershed divides contain flat to low slope, r.watershed will generate better basin results than r.terraflow. (r.terraflow uses the same type of algorithm as ESRI's ArcGIS watershed software which fails under these conditions.) Also, if watershed divides contain forest canopy mixed with uncanopied areas using SRTM, IFSAR, and similar data products, r.watershed will generate better basin results than r.terraflow. The algorithm produces results similar to those obtained when running r.cost and r.drain on every cell on the raster map.

### Multiple flow direction (MFD)

r.watershed offers two methods to calculate surface flow: single flow direction (SFD, D8) and multiple flow direction (MFD). With MFD, water flow is distributed to all neighbouring cells with lower elevation, using slope towards neighbouring cells as a weighing factor for proportional distribution. The AT least-cost path is always included. As a result, depressions and obstacles are traversed with a graceful flow convergence before the overflow. The convergence factor causes flow accumulation to converge more strongly with higher values. The supported range is 1 to 10, recommended is a convergence factor of 5 (Holmgren, 1994). If many small sliver basins are created with MFD, setting the convergence factor to a higher value can reduce the amount of small sliver basins.

### In-memory mode and disk swap mode

There are two versions of this program: ram and seg. ram is used by default, seg can be used by setting the -m flag.

The ram version requires a maximum of 31 MB of RAM for 1 million cells. Together with the amount of system memory (RAM) available, this value can be used to estimate whether the current region can be processed with the ram version.

The ram version uses virtual memory managed by the operating system to store all the data structures and is faster than the seg version; seg uses the GRASS segmentation library which manages data in disk files. seg uses only as much system memory (RAM) as specified with the memory option, allowing other processes to operate on the same system, even when the current geographic region is huge.

Due to memory requirements of both programs, it is quite easy to run out of memory when working with huge map regions. If the ram version runs out of memory and the resolution size of the current geographic region cannot be increased, either more memory needs to be added to the computer, or the swap space size needs to be increased. If seg runs out of memory, additional disk space needs to be freed up for the program to run. The r.terraflow module was specifically designed with huge regions in mind and may be useful here as an alternative, although disk space requirements of r.terraflow are several times higher than of seg.

### Large regions with many cells

The upper limit of the ram version is 2 billion (231 - 1) cells, whereas the upper limit for the seg version is 9 billion-billion (263 - 1 = 9.223372e+18) cells.
In some situations, the region size (number of cells) may be too large for the amount of time or memory available. Running r.watershed may then require use of a coarser resolution. To make the results more closely resemble the finer terrain data, create a map layer containing the lowest elevation values at the coarser resolution. This is done by: 1) Setting the current geographic region equal to the elevation map layer with g.region, and 2) Use the r.neighbors or r.resamp.stats command to find the lowest value for an area equal in size to the desired resolution. For example, if the resolution of the elevation data is 30 meters and the resolution of the geographic region for r.watershed will be 90 meters: use the minimum function for a 3 by 3 neighborhood. After changing to the resolution at which r.watershed will be run, r.watershed should be run using the values from the neighborhood output map layer that represents the minimum elevation within the region of the coarser cell.

### Basin threshold

The minimum size of drainage basins, defined by the threshold parameter, is only relevant for those watersheds with a single stream having at least the threshold of cells flowing into it. (These watersheds are called exterior basins.) Interior drainage basins contain stream segments below multiple tributaries. Interior drainage basins can be of any size because the length of an interior stream segment is determined by the distance between the tributaries flowing into it.

### Masking and no data

The r.watershed program does not require the user to have the current geographic region filled with elevation values. Areas without elevation data (masked or NULL cells, i.e., no data) are ignored and treated as if they were outside the region. Masking out unimportant areas can significantly reduce processing time and memory requirements if the watersheds of interest occupy a small percentage of the overall area.

Gaps (NULL cells) in the elevation map that are located within the area of interest will heavily influence the analysis: water will flow into but not out of these gaps. These gaps must be filled beforehand, e.g. with r.fillnulls.

Zero (0) and negative values will be treated as elevation data (not no_data).

### Further processing of output layers

Problem areas, i.e. those parts of a basin with a likely underestimate of flow accumulation, can be easily identified with e.g.

      r.mapcalc "problems = if(flow_acc < 0, basin, null())"

If the region of interest contains such problem areas, and this is not desired, the computational region must be expanded until the catchment area for the region of interest is completely included.

To isolate an individual river network using the output of this module, a number of approaches may be considered.

1. Use a resample of the basins catchment raster map as a raster mask.
   The equivalent vector map method is similar using v.select or v.overlay.
2. Use the r.cost module with a point in the river as a starting point.
3. Use the v.net.iso module with a node in the river as a starting point.

All individual river networks in the stream segments output can be identified through their ultimate outlet points. These points are all cells in the stream segments output with negative drainage direction. These points can be used as start points for r.water.outlet or v.net.iso.

To create river mile segmentation from a vectorized streams map, try the v.net.iso or v.lrs.segment modules.

The stream segments output can be easily vectorized after thinning with r.thin. Each stream segment in the vector map will have the value of the associated basin. To isolate subbasins and streams for a larger basin, a mask for the larger basin can be created with r.water.outlet. The stream segments output serves as a guide where to place the outlet point used as input to r.water.outlet. The basin threshold must have been sufficiently small to isolate a stream network and subbasins within the larger basin.

Given that the drainage is 8 directions numbered counter-clockwise starting from 1 in north-east direction, multiplying the output by 45 (by `45.` to get a double precision floating point raster map in r.mapcalc) gives the directions in degrees. For most applications, zeros which indicate depressions specified by depression and negative values which indicate runoff leaving the region should be replaced by NULL (`null()` in r.mapcalc). The following command performs these replacements:

    r.mapcalc "drainage_degrees = if(drainage > 0, 45. * drainage, null())"

Alternatively, the user can use the -a flag or later the `abs()` function in r.mapcalc if the runoff is leaving the region.

## EXAMPLES

These examples use the Spearfish sample dataset.

### Convert r.watershed streams map output to a vector map

If you want a detailed stream network, set the threshold option small to create lots of catchment basins, as only one stream is presented per catchment. The `r.to.vect -v` flag preserves the catchment ID as the vector category number.

      r.watershed elev=elevation.dem stream=rwater.stream
      r.to.vect -v in=rwater.stream out=rwater_stream

Set a different color table for the accumulation map:

      MAP=rwater.accum
      r.watershed elev=elevation.dem accum=$MAP

      eval `r.univar -g "$MAP"`
      stddev_x_2=`echo $stddev | awk '{print $1 * 2}'`
      stddev_div_2=`echo $stddev | awk '{print $1 / 2}'`

      r.colors $MAP col=rules << EOF
        0% red
        -$stddev_x_2 red
        -$stddev yellow
        -$stddev_div_2 cyan
        -$mean_of_abs blue
        0 white
        $mean_of_abs blue
        $stddev_div_2 cyan
        $stddev yellow
        $stddev_x_2 red
        100% red
      EOF

Create a more detailed stream map using the accumulation map and convert it to a vector output map. The accumulation cut-off, and therefore fractal dimension, is arbitrary; in this example we use the map's mean number of upstream catchment cells (calculated in the above example by r.univar) as the cut-off value. This only works with SFD, not with MFD.

      r.watershed elev=elevation.dem accum=rwater.accum

      r.mask raster=elevation.dem
      r.mapcalc "rwater.course = \
       if( abs(rwater.accum) > $mean_of_abs, \
           abs(rwater.accum), \
           null() )"
      r.colors -g rwater.course col=bcyr
      r.mask -r

      # Thinning is required before converting raster lines to vector
      r.thin in=rwater.course out=rwater.course.Thin
      r.colors -gn rwater.course.Thin color=grey
      r.to.vect in=rwater.course.Thin out=rwater_course type=line
      v.db.dropcolumn map=rwater_course column=label

### Create watershed basins map and convert to a vector polygon map

      r.watershed elev=elevation.dem basin=rwater.basin thresh=15000
      r.to.vect -s in=rwater.basin out=rwater_basins type=area
      v.db.dropcolumn map=rwater_basins column=label
      v.db.renamecolumn map=rwater_basins column=value,catchment

Display output in a nice way

      r.relief map=elevation.dem
      d.shade shade=elevation.dem.shade color=rwater.basin bright=40
      d.vect rwater_course color=orange

## REFERENCES

- Ehlschlaeger C. (1989). Using the AT Search Algorithm to Develop Hydrologic Models from Digital Elevation Data, Proceedings of International Geographic Information Systems (IGIS) Symposium '89, pp 275-281 (Baltimore, MD, 18-19 March 1989).
  URL: http://chuck.ehlschlaeger.info/older/IGIS/paper.html
- Holmgren P. (1994). Multiple flow direction algorithms for runoff modelling in grid based elevation models: An empirical evaluation. Hydrological Processes Vol 8(4), 327-334.
  DOI: 10.1002/hyp.3360080405
- Kinner D., Mitasova H., Harmon R., Toma L., Stallard R. (2005). GIS-based Stream Network Analysis for The Chagres River Basin, Republic of Panama. The Rio Chagres: A Multidisciplinary Profile of a Tropical Watershed, R. Harmon (Ed.), Springer/Kluwer, p.83-95.
  URL: http://fatra.cnr.ncsu.edu/~hmitaso/measwork/panama/panama.html
- McCool et al. (1987). Revised Slope Steepness Factor for the Universal Soil Loss Equation, Transactions of the ASAE Vol 30(5).
- Metz M., Mitasova H., Harmon R. (2011). Efficient extraction of drainage networks from massive, radar-based elevation models with least cost path search, Hydrol. Earth Syst. Sci. Vol 15, 667-678.
  DOI: 10.5194/hess-15-667-2011
- Moore I.D., Grayson R.B., Ladson A.R. (1991). Digital terrain modelling: a review of hydrogical, geomorphological, and biological applications, Hydrological Processes, Vol 5(1), 3-30
  DOI: 10.1002/hyp.3360050103
- Quinn P., K. Beven K., Chevallier P., Planchon O. (1991). The prediction of hillslope flow paths for distributed hydrological modelling using Digital Elevation Models, Hydrological Processes Vol 5(1), p.59-79.
  DOI: 10.1002/hyp.3360050106
- Weltz M. A., Renard K.G., Simanton J. R. (1987). Revised Universal Soil Loss Equation for Western Rangelands, U.S.A./Mexico Symposium of Strategies for Classification and Management of Native Vegetation for Food Production In Arid Zones (Tucson, AZ, 12-16 Oct. 1987).

## SEE ALSO

g.region, r.cost, r.drain, r.fillnulls, r.flow, r.mask, r.neighbors, r.param.scale, r.resamp.interp, r.terraflow, r.topidx, r.water.outlet, r.stream.extract

## AUTHORS

Original version: Charles Ehlschlaeger, U.S. Army Construction Engineering Research Laboratory
Faster sorting algorithm and MFD support: Markus Metz <markus.metz.giswork at gmail.com>
Retention for flow distribution by Andreas Gericke (IGB Berlin)

## SOURCE CODE

Available at: r.watershed source code (history)

Accessed: Tuesday May 12 01:19:54 2026

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