Property:Describe available calibration data

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Showing 20 pages using this property.
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
Duck 94 data set and laboratory experiments.  +
P
Eel River (California), Knight and Bute Inlet (British Columbia)  +
EuroSTRATAFORM Po River margin  +
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
Few or none, unfortunately  +
Q
Have successfully tested the model on the Colorado river shelf system, and along analogue models.  +
W
Haze microphysics can be checked against Bardeen 2008 for initial accuracy.  +
I
ILAMB has integrated testing of overall scores on a coarsened subset of observational data which runs via Azure pipelines.  +
C
In one application, the rate of change in the model has been calibrated to a state data set averaging shoreline change over 50 years (from the North Carolina Department of Transportation; see Slott et al., 2007). Numerous other shoreline change data sets are available, based on surveys of various sorts, aerial photography, and recently LIDAR (e.g. Lazarus and Murray, 2007).  +
S
Included in distribution  +
E
Included with the ZIP file  +
G
Laboratory experiments; long-term surveyed rivers; long profiles of transport-limited rivers  +
C
Like most morphodynamical models the user is to supply long-term coastal change data from measured data.  +
H
Long term sediment routine: *Syvitksi & Milliman, Journal of Geology, 115, 2007. Short term sediment routine: *Morehead et al., Global and Planetary Change, 39, 2003.  +
A
Model description and calibration can be found in: Leonardi, N., and S. Fagherazzi (2014), How waves shape salt marshes, Geology , doi:10.1130/G35751.1. Leonardi, N., and S. Fagherazzi (2015), Local variability in erosional resistance affects large scale morphodynamic response of salt marshes to wind waves, Geophysical Research Letters, 2015GL064730, doi:10.1002/2015GL064730.  +