R.basin: Difference between revisions
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* Rodriguez-Iturbe I., Rinaldo A.; Fractal River Basins, Chance and Self-Organization. Cambridge Press (2001) | * Rodriguez-Iturbe I., Rinaldo A.; Fractal River Basins, Chance and Self-Organization. Cambridge Press (2001) | ||
* Di Leo M., Di Stefano M., Claps P., Sole A.; Caratterizzazione morfometrica del bacino idrografico in GRASS GIS (Morphometric characterization of the catchment in GRASS GIS environment), Geomatics Workbooks, n. 9 (2010) [http://geomatica.como.polimi.it/workbooks/] | * Di Leo M., Di Stefano M., Claps P., Sole A.; Caratterizzazione morfometrica del bacino idrografico in GRASS GIS (Morphometric characterization of the catchment in GRASS GIS environment), Geomatics Workbooks, n. 9 (2010) [http://geomatica.como.polimi.it/workbooks/] | ||
[[Category: Documentation]] | [[Category: Documentation]] | ||
[[Category: Hydrology]] | [[Category: Hydrology]] |
Revision as of 13:27, 7 April 2012
Introduction
The module r.basin has been designed to perform the delineation and the morphometric characterization of a given basin, on the basis of an elevation raster map and the coordinates of the outlet. Here a tutorial based on NC sample dataset is presented.
Preparation
As a first step, we set the computational region to match the elevation raster map:
g.region rast=elevation@PERMANENT -ap projection: 99 (Lambert Conformal Conic) zone: 0 datum: nad83 ellipsoid: a=6378137 es=0.006694380022900787 north: 228500 south: 215000 west: 630000 east: 645000 nsres: 10 ewres: 10 rows: 1350 cols: 1500 cells: 2025000
For the basin's delineation, a pair of coordinates is required. Usually coordinates belonging to the natural river network don't exactly match with the calculated stream network. What we should do is calculating the stream network first, and then find the coordinates on the calculated stream network closest to the coordinates belonging to the natural stream network.
# Calculate drainage map r.watershed -a elevation=elevation@PERMANENT accumulation=accum # Extract the stream network r.stream.extract elevation=elevation@PERMANENT accumulation=accum@testing threshold=20 stream_rast=stream_network
We no longer need the accumulation map:
g.remove rast=accum
Now that we have the calculated stream network, we should choose a pair of coordinates for the outlet belonging to it. Let's choose:
easting=636654.791181 northing=218824.126649
We no longer need the stream network map:
g.remove rast=stream_network
Usage of r.basin
We can run r.basin:
r.basin map=elevation@PERMANENT prefix=out easting=636654.791181 northing=218824.126649 threshold=20
Prefix parameter is a string given by the user in order to distinguish all the maps produced by every run of the program, i.e. every set of outlet's coordinates. Prefix must start with a letter. Threshold is the same parameter given in r.watershed and r.stream.extract. Physically, it means the number of cells that determine "where do the river begins". (This is an open issue for the hydrological science and a wide literature has been produced on the topic).
The output of r.basin consists of:
- Several morphometric parameters, which are printed in terminal and also stored in a csv file called out_elevation_parameters, in the working directory;
- Maps;
- Plots.
Morphometric parameters
Tot. cells 78560.0 =========================== Ipsometric | quantiles =========================== 145 | 0.025 143 | 0.05 141 | 0.1 137 | 0.25 129 | 0.5 119 | 0.75 121 | 0.7 110 | 0.9 100 | 0.975 ################################## Tot. cells 78560.0 Tot. area 7856000.0 Max distance 6809.546521 =========================== Whidth Function | quantiles =========================== 784 | 0.05 1477 | 0.15 2137 | 0.3 2543 | 0.4 2933 | 0.5 3606 | 0.6 4169 | 0.7 5144 | 0.85 6105 | 0.95 ################################## Output of r.stream.stats: Summary: Max order | Tot.N.str. | Tot.str.len. | Tot.area. | Dr.dens. | Str.freq. (num) | (num) | (km) | (km2) | (km/km2) | (num/km2) 5 | 884 | 96.3436 | 7.8339 | 12.2983 | 112.8429 Stream ratios with standard deviations: Bif.rt. | Len.rt. | Area.rt. | Slo.rt. | Grd.rt. 5.7374 | 2.6902 | 5.6815 | 1.5533 | 1.7962 3.1961 | 1.9514 | 5.2294 | 0.1250 | 0.7482 Order | Avg.len | Avg.ar | Avg.sl | Avg.grad. | Avg.el.dif num | (km) | (km2) | (m/m) | (m/m) | (m) 1 | 0.0750 | 0.0069 | 0.0523 | 0.0384 | 3.1062 2 | 0.1428 | 0.0311 | 0.0342 | 0.0277 | 4.1701 3 | 0.4834 | 0.1732 | 0.0243 | 0.0205 | 9.0641 4 | 2.4205 | 2.1885 | 0.0155 | 0.0134 | 24.1708 5 | 1.1247 | 7.8339 | 0.0091 | 0.0046 | 5.1594 Order | Std.len | Std.ar | Std.sl | Std.grad. | Std.el.dif num | (km) | (km2) | (m/m) | (m/m) | (m) 1 | 0.0600 | 0.0052 | 0.0398 | 0.0287 | 3.2301 2 | 0.1244 | 0.0230 | 0.0250 | 0.0196 | 4.4835 3 | 0.4554 | 0.1353 | 0.0132 | 0.0122 | 7.1065 4 | 2.2874 | 2.3843 | 0.0046 | 0.0061 | 12.9175 5 | 0.0000 | 0.0000 | 0.0000 | 0.0000 | 0.0000 Order | N.streams | Tot.len (km) | Tot.area (km2) 1 | 712 | 53.4067 | 4.8998 2 | 137 | 19.5657 | 4.2562 3 | 31 | 14.9849 | 5.3684 4 | 3 | 7.2616 | 6.5655 5 | 1 | 1.1247 | 7.8339 Order | Bif.rt. | Len.rt. | Area.rt. | Slo.rt. | Grd.rt. | d.dens. | str.freq. 1 | 5.1971 | 1.9040 | 0.0000 | 1.5311 | 1.3892 | 10.8998 | 145.3120 2 | 4.4194 | 3.3847 | 4.5144 | 1.4046 | 1.3472 | 4.5970 | 32.1883 3 | 10.3333 | 5.0075 | 5.5742 | 1.5691 | 1.5365 | 2.7913 | 5.7745 4 | 3.0000 | 0.4646 | 12.6376 | 1.7083 | 2.9120 | 1.1060 | 0.4569 5 | 0.0000 | 0.0000 | 3.5796 | 0.0000 | 0.0000 | 0.1436 | 0.1277 ################################## Morphometric parameters of basin : ################################## Easting Centroid of basin : 635195.00 Northing Centroid of Basin : 220715.00 Rectangle containing basin N-W : 632870 , 222890 Rectangle containing basin S-E : 637000 , 218720 Area of basin [km^2] : 7.8559625 Perimeter of basin [km] : 16.8287990515 Max Elevation [m s.l.m.] : 151.7396 Min Elevation [m s.l.m.]: 94.82206 Elevation Difference [m]: 56.91754 Mean Elevation [m s.l.m.]: 127.6772 Mean Slope : 2.93 Length of Directing Vector [km] : 2.38880562659 Prevalent Orientation [degree from north, counterclockwise] : 0.913351005341 Compactness Coefficient : 5.32106255399 Circularity Ratio : 0.348580442132 Topological Diameter : 127.0 Elongation Ratio : 0.470961456397 Shape Factor : 1.16984953656 Concentration Time (Giandotti, 1934) [hr] : 3.52654267443 Length of Mainchannel [km] : 6.715361467 Mean slope of mainchannel [percent] : 0.957339 Mean hillslope length [m] : 8145.381 Magnitudo : 621.0 Max order (Strahler) : 5 Number of streams : 884 Total Stream Length [km] : 96.3436 First order stream frequency : 79.0482388377 Drainage Density [km/km^2] : 12.2637550778 Bifurcation Ratio (Horton) : 5.7374 Length Ratio (Horton) : 2.6902 Area ratio (Horton) : 5.6815 Slope ratio (Horton): 1.5533 ##################################
Maps
g.list rast out_elevation_accumulation out_elevation_hillslope_distance out_elevation_aspect out_elevation_horton out_elevation_dist2out out_elevation_shreve out_elevation_drainage out_elevation_slope out_elevation_hack out_elevation_strahler g.list vect out_elevation_basin out_elevation_network out_elevation_mainchannel out_elevation_outlet
Plots
The plots are stored in the working directory:
- out_elevation_ipsographic.png
- out_elevation_ipsometric.png
- out_elevation_width_function.png
References
- Rodriguez-Iturbe I., Rinaldo A.; Fractal River Basins, Chance and Self-Organization. Cambridge Press (2001)
- Di Leo M., Di Stefano M., Claps P., Sole A.; Caratterizzazione morfometrica del bacino idrografico in GRASS GIS (Morphometric characterization of the catchment in GRASS GIS environment), Geomatics Workbooks, n. 9 (2010) [1]