Rosetta: A computer program for estimating soil hydraulic parameters with hierarchical pedotransfer functions |
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Current version: 1.2
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Marcel G. Schaap Assistant Professor in Environmental Physics ![]() |
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AbstractMathematical models have become increasingly popular in both research and management problems involving flow and transport processes in the subsurface. The unsaturated hydraulic functions are key input data in numerical models of vadose zone processes. These functions may be either measured directly or estimated indirectly through prediction from more easily measured data based using quasi-empirical models. Rosetta V1.2 is a Windows 95/98/XP program to estimate unsaturated hydraulic properties from surrogate soil data such as soil texture data and bulk density. Models of this type are called pedotransfer functions (PTFs) since they translate basic soil data into hydraulic properties. Rosetta can be used to estimate the following properties:
Detailed description of the hydraulic functions Rosetta offers five PTFs that allow prediction of the hydraulic properties with limited or more extended sets of input data. This hierarchical approach is of a great practical value because it permits optimal use of available input data. The models use the following hierarchical sequence of input data
The first model is based on a lookup
table that provides class average hydraulic parameters for
each USDA soil textural class. The other four models are based on
neural network analyses and provide more accurate predictions
when more input variables are used. In addition to the
hierarchical approach, we also offer a model that allows
prediction of the unsaturated hydraulic conductivity parameters
from fitted van Genuchten (1980) retention parameters (Schaap and
Leij, 1999; Schaap et al. 2001). This model is also used in the
hierarchical approach such that it automatically uses the
predicted retention parameters as input, instead of
measured (fitted) retention parameters. |
Data input and outputRosetta is based on ACCESS-97 database tables which allow efficient handling and lookup of small and large volumes of data. Data can be either manually entered or read from ASCII files. The maximum amount of samples (records) that Rosetta can handle is limited by the available hard disk space. Estimated hydraulic properties can be exported in ASCII files and used in other programs. ACCESS-97 is not required to run Rosetta; however, ACCESS-97 can be used to manage Rosetta's predictions in a larger project, provided that the tables created by Rosetta are not altered. |
Downloading and installing RosettaThe compressed ROSETTA.EXE file can be downloaded HERE. Please follow these steps:
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Help system and tutorialsRosetta contains extensive help files that explain how to use the various menu options and screens. The help system also contains two tutorials that illustrate most functions in Rosetta. Furthermore, the help system contains extensive information about the background of Rosetta (data used for calibration, calibration results, neural networks and the bootstrap method). |
ROSETTA Hydraulic Functions The present version of Rosetta is capable of predicting van Genuchten (1980) water retention and unsaturated hydraulic conductivity parameters, as well as of providing estimates of the saturated hydraulic conductivity, Ks. The van Genuchten water retention function is given by: where θ(h) represents the water retention curve defining the water content, θ (cm3/cm3), as a function of the soil water pressure head h (cm), θr and θs (cm3/cm3) are residual and saturated water contents, respectively, while α (1/cm) and n are curve shape parameters. This equation can be rewritten to yield the relative saturation, Se:
This equation is used in conjunction with the pore-size distribution model by Mualem (1976) to yield the van Genuchten-Mualem model (van Genuchten, 1980): in which Ko is the matching point at saturation (cm/day) and similar, but not necessarily equal, to the saturated hydraulic conductivity, Ks. The parameter L (-) is an empirical pore tortuosity/connectivity parameter that is normally assumed to be 0.5 (Mualem, 1976). Rosetta predicts L which will be negative in most cases. Although this leads to some theoretical complications, negative L values give far better results (cf., Kosugi, 1999; Schaap and Leij, 1999). top of page |
ROSETTA Class Average Hydraulic Parameters The table below gives class-average values of the seven hydraulic parameters for the twelve USDA textural classes. Effectively, this table represents the first model of the hierarchical sequence. For the θr, θs, α, n and Ks parameters, the values have been generated by computing the average values for each textural class. For Ko and L the values were generated by inserting the class average values of θr, θs, α, n into Model C2 (see Rosetta's help file). This means that Ko and L are based on predicted parameters and may not be very reliable. The values in parentheses give the one standard deviation uncertainties of the class average values. |
Texture |
N
|
-- θr -- |
-- θs -- |
-- log(α) --
|
-- log(n) -- |
-- Ks -- |
-- Ko -- |
-- L -- |
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Clay |
84 |
0.098 |
(0.107) |
0.459 |
(0.079) |
-1.825 |
(0.68) |
0.098 |
(0.07) |
1.169 |
(0.92) |
0.472 |
(0.26) |
-1.561 |
(1.39) |
C loam |
140 |
0.079 |
(0.076) |
0.442 |
(0.079) |
-1.801 |
(0.69) |
0.151 |
(0.12) |
0.913 |
(1.09) |
0.699 |
(0.23) |
-0.763 |
(0.90) |
Loam |
242 |
0.061 |
(0.073) |
0.399 |
(0.098) |
-1.954 |
(0.73) |
0.168 |
(0.13) |
1.081 |
(0.92) |
0.568 |
(0.21) |
-0.371 |
(0.84) |
L Sand |
201 |
0.049 |
(0.042) |
0.390 |
(0.070) |
-1.459 |
(0.47) |
0.242 |
(0.16) |
2.022 |
(0.64) |
1.386 |
(0.24) |
-0.874 |
(0.59) |
Sand |
308 |
0.053 |
(0.029) |
0.375 |
(0.055) |
-1.453 |
(0.25) |
0.502 |
(0.18) |
2.808 |
(0.59) |
1.389 |
(0.24) |
-0.930 |
(0.49) |
S Clay |
11 |
0.117 |
(0.114) |
0.385 |
(0.046) |
-1.476 |
(0.57) |
0.082 |
(0.06) |
1.055 |
(0.89) |
0.637 |
(0.34) |
-3.665 |
(1.80) |
S C L |
87 |
0.063 |
(0.078) |
0.384 |
(0.061) |
-1.676 |
(0.71) |
0.124 |
(0.12) |
1.120 |
(0.85) |
0.841 |
(0.24) |
-1.280 |
(0.99) |
S loam |
476 |
0.039 |
(0.054) |
0.387 |
(0.085) |
-1.574 |
(0.56) |
0.161 |
(0.11) |
1.583 |
(0.66) |
1.190 |
(0.21) |
-0.861 |
(0.73) |
Silt |
6 |
0.050 |
(0.041) |
0.489 |
(0.078) |
-2.182 |
(0.30) |
0.225 |
(0.13) |
1.641 |
(0.27) |
0.524 |
(0.32) |
0.624 |
(1.57) |
Si Clay |
28 |
0.111 |
(0.119) |
0.481 |
(0.080) |
-1.790 |
(0.64) |
0.121 |
(0.10) |
0.983 |
(0.57) |
0.501 |
(0.27) |
-1.287 |
(1.23) |
Si C L |
172 |
0.090 |
(0.082) |
0.482 |
(0.086) |
-2.076 |
(0.59) |
0.182 |
(0.13) |
1.046 |
(0.76) |
0.349 |
(0.26) |
-0.156 |
(1.23) |
Si Loam |
330 |
0.065 |
(0.073) |
0.439 |
(0.093) |
-2.296 |
(0.57) |
0.221 |
(0.14) |
1.261 |
(0.74) |
0.243 |
(0.26) |
0.365 |
(1.42) |
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ReferencesKosugi, K. 1999. General model for unsaturated hydraulic
conductivity for soils with lognormal pore-size distribution.
Soil Sci. Soc. Am. J. 63:270-277. |
DisclaimerNeither the United States Government nor any agency thereof, nor University of California, nor University of Arizona, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information in this document or products or software programs referenced therein. |