Property:Describe output parameters model
From CSDMS
This is a property of type Text.
S
The new coastline at the end of the simulation is plotted. Results are not currently saved to files. +
R
G
The output are elevation values that represent the gully channel profile. +
L
The output can ultimately be used to plot and view the particles and compare the
outcomes of different model runs. There are two types of comma-delimited output files: para
and endfile. The para files are created periodically at set intervals throughout the running of the
program and contain the particle locations at the current time. The endfile file is created only at
the end of the program and contains information regarding each particles’ start location, end
location, and ending status. +
H
The output data is both plain text data files and .flt raster files containing the spatial location of the computed results. +
C
The output of the model consists of snapshots of the coastline during its evolution. The model can be configured to write the resulting coastline at any point during the simulation. The output format of the coastline file is a custom binary formatted-file (the same format as the initial model input). Also, for convenience using with other software tools such as MATLAB, an ASCII-based file of the coastline shape can be written too. The model can also directly generate JPEG-formatted pictures of the coastline shape at any time during the simulation. +
The outputs are
i) For chi_m_over_n_analysis.exe, a *.movern file that contains information about the goodness of fit of channel profiles to a series of linear segments as a function of the m/n ratio: this file is used to determine the best fit m/n ratio of a channel network.
ii) For chi_get_profiles.exe, a series of *.tree files which contain information about the best fit channel segments in chi-elevation space. This data can be used to infer erosion rates, tectonics, or variations in erodibility. +
H
The outputs of HydroCNHS are stored in a data collector object, an attribute of HydroCNHS (e.g., model.dc). The main output is the daily streamflow at routing outlets. However, this data collector object will also contain other user-specified agent outputs as long as users use this data collector object in their ABM modules. +
W
The program outputs a text file that provides information on the current minimum and maximum water table elevation, the changes in surface water and groundwater within the past iteration, and the number of iterations passed. The main output is a geoTiff file that supplies the depth to/elevation of the water table. Negative values indicate a water table below the surface, while positive values indicate a water table above the surface (i.e. a lake). +
C
The state of the system is periodically output to a binary file that can be read by the post-processing and visualization routines (see the CVPM modeling system user's guide). +
S
The windfield for a cyclone based on pressure distribution and radius to maximum winds (SI units). +
D
There are a number of different types of output that the model can produce. In short, the following possibilities are available:
DHSVM hydrologic output
* Default output (these files are always produced)
* Model state files
* Network flow files
* Travel time based hydrograph file
* Optional output files
Sediment Module output
* Default output (these files are always produced)
* Network flow files
* Optional output files +
R
There are hundreds of output parameters and fields that are written to several NetCDF files. +
C
There are hundreds of output parameters and fields that are written to several NetCDF files. +
U
There are hundreds of output parameters and fields that are written to several NetCDF files. +
C
There are hundreds of output parameters and fields that are written to several NetCDF files. +
T
This component computes the following variables, as grids:
Q = discharge (m^3/s)
u = flow velocity (m/s)
d = flow depth (m)
f = friction factor (none)
Rh = hydraulic radius (m)
S_free = free-surface slope (m/m)
The user can choose which, if any, of these to save. Each may be saved as a grid sequence, indexed by time, in a netCDF file, at a specified sampling rate. Each may also be saved for a set of "monitored" grid cells, each specified as a (row,column) pair in a file with the name: <case_prefix>_outlets.txt. With this option, computed values are saved in a multi-column text file at a specified sampling rate. Each column in this file corresponds to a time series of values for a particular grid cell. For both options the sampling rate must no smaller than the process timestep. +
This component computes the following variables, as grids:
Q = discharge (m^3/s)
u = flow velocity (m/s)
d = flow depth (m)
f = friction factor (none)
Rh = hydraulic radius (m)
S_free = free-surface slope (m/m)
The user can choose which, if any, of these to save. Each may be saved as a grid sequence, indexed by time, in a netCDF file, at a specified sampling rate. Each may also be saved for a set of "monitored" grid cells, each specified as a (row,column) pair in a file with the name: <case_prefix>_outlets.txt. With this option, computed values are saved in a multi-column text file at a specified sampling rate. Each column in this file corresponds to a time series of values for a particular grid cell. For both options the sampling rate must no smaller than the process timestep. +
This component computes the following variables, as grids:
Q = discharge (m^3/s)
u = flow velocity (m/s)
d = flow depth (m)
f = friction factor (none)
Rh = hydraulic radius (m)
S_free = free-surface slope (m/m)
The user can choose which, if any, of these to save. Each may be saved as a grid sequence, indexed by time, in a netCDF file, at a specified sampling rate. Each may also be saved for a set of "monitored" grid cells, each specified as a (row,column) pair in a file with the name: <case_prefix>_outlets.txt. With this option, computed values are saved in a multi-column text file at a specified sampling rate. Each column in this file corresponds to a time series of values for a particular grid cell. For both options the sampling rate must no smaller than the process timestep. +
C
Time series of 2D topography/bathymetry and water discharge. 3D stratigraphy grid
(currently model is single grain-size, so stratigraphy only stores deposit age) +
