Property:Describe available calibration data
From CSDMS
This is a property of type Text.
N
An application dataset for the Le Sueur Basin is included as part of the source file download with all associated calibration and validation data. +
R
An application dataset for the Minnesota River Basin and Clear Creek/Tushar Mountains is included as part of the source file download. +
P
An intercomparison of the Matlab and Python versions of DeltaRCM is in the works. +
C
K
Biomass productivity and marsh accretion rates from 1984-present, described in Morris et al. (2002). +
G
S
Calibration must be based on external hydraulic and channel morphology data. Optimal parameters can be determined by test simulations. +
C
Cliffs is benchmarked as described in: E. Tolkova. Land-Water Boundary Treatment for a Tsunami Model With Dimensional Splitting
Pure and Applied Geophysics, Vol. 171, Issue 9 (2014), pp. 2289-2314
Examples of modeling with Cliffs (complete set-ups included) are described in Cliffs User Manual at http://arxiv.org/abs/1410.0753 +
A
Cohen, S., G. Willgoose, and G. Hancock (2008), A methodology for calculating the spatial distribution of the area-slope equation and the hypsometric integral within a catchment, J. Geophys. Res., 113, F03027, doi:10.1029/2007JF000820. +
W
Data available from 1986-88 field experimentation (in compendium) using rainfall simulation. Also, validation data sets are available from USLE database. +
M
Default parameter and input files will produce steady state landscape with stream power erosion and mass wasting +
N
P
K
Example and validation datasets are available on the github page. +
T
Experiment data for steady channel flow can be found in:
Sumer, B. M., Kozakiewicz, A., Fredsoe, J., Deigaard, R., 1996. Velocity and concentration profiles in sheet-flow layer of movable bed. Journal of Hydraulic Engineering, (1996) 549-558.
Experiment for oscillatory flow can be found in:
O'Donoghue, T., Wright, S., 2004. Concentrations in oscillatory sheet flow for well sorted and graded sands. Coastal Engineering 50 (2004) 117-138. +
F
FVCOM was originally developed for the estuarine flooding/drying process in estuaries and the tidal-, buoyancy- and wind-driven circulation in the coastal region featured with complex irregular geometry and steep bottom topography. This model has been upgraded to the spherical coordinate system for basin and global applications. A non-hydrostatic version of FVCOM has been coded and is being tested.
See also website for model validations. +
G
Q
