Property:Describe available calibration data
From CSDMS
This is a property of type Text.
A
T
See https://tribshms.readthedocs.io/en/latest/man/Benchmarks.html +
H
See paper that describes the simulation of Tualatin River Basin as a case study. Lin et al., 2022. +
R
See readme file and the associated published paper: https://doi.org/10.1086/684223.
Calibration must be performed on a site-by-site basis; the provided data do not permit calibration for our sites, but we do include the calibrated parameters and explain our methods. +
C
See testing description on github. +
S
See the following studies:
http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=ARTICLES;276&g=46
http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=ARTICLES;277&g=46
http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=ARTICLES;278&g=46 +
T
See two papers:
Cui (2007a) http://dx.doi.org/10.1029/2006WR005330 Cui (2007b) http://dx.doi.org/10.1002/rra.1012 A manuscript with regard to its application to the Waipaoa River, NZ is currently underway by Basil Gomez and others. +
O
D
See:
Croley, T. E., II, C. He, and D. H. Lee, 2005. Distributed-parameter large basin runoff model II: application. Journal of Hydrologic Engineering, 10(3):182-191.
C.He, and Croley, T.E., 2007. Application of a distributed large basin runoff model in the Great Lakes basin. Control Engineering Practice, 15(8): 1001-1011. +
C
W
Separate publications. +
T
TOPMODEL calibration procedures are relatively simple because it uses very few parameters in the model formulas. The model is very sensitive to changes of the soil hydraulic conductivity decay parameter, the soil transmissivity at saturation, the root zone storage capacity, and the channel routing velocity in larger watersheds. The calibrated values of parameters are also related to the grid size used in the digital terrain analysis. The timestep and the grid size also have been shown to influence TOPMODEL simulations. +
R
Tested against river temperature observations of the Kuparuk river on the North Slope of Alaska (described in Zheng et al., 2019). +
C
P
Testing described in various papers (see web page) +
1
The codes have been validated against laboratory experiments which are described in Eke's MS thesis. The results are summarized in her thesis and in a conference paper that she presented in Vancouver. +
S
The component is unit tested against known analytical solutions as part of Landlab. +
T
The experiments by Wong et al. (2007) were used to determine a relation to express the elevation of the maximum probability of particle entrainment in bedload transport to the characteristics of the flow and of the sediment.
The Wong et al. (2007) dataset is available in the github repository with the comparison between model results and experimental data. +
H
C
The model has been benchmarked against analytical solutions for simple cases, such as fluvial slope-area scaling and parabolic to parabolic-planar hillslope form under uniform erosion, materials, and climate. Testing and calibration of some of the individual components (e.g., linear and nonlinear soil creep, stream-power fluvial erosion law, etc.) have been reported in the literature (for a review, see Tucker and Hancock, 2010). Testing of the full coupled model using natural experiments (Tucker, 2009) is ongoing. +
